Mechanical properties and durability of asphalt–concrete mixture modified with recycled concrete and porcelain aggregates

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Hamad, Ganjeena J. Khoshnaw This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-4749856/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract Asphalt–concrete mixtures have various applications in engineering construction projects, with their performance influenced by external, internal, and environmental factors. Several studies have focused on modifying their required properties and performance. Researchers have utilized recycled concrete as an additive or replacement for natural aggregate in asphalt and cement concrete mixtures, yielding acceptable results. This research introduces another waste construction material, porcelain waste, as aggregates replacing recycled concrete aggregates in different proportions to modify the mechanical properties and durability of a binder–asphalt concrete mixture. This is an additional effort to save the environment from different waste construction materials. Following the Marshall requirements, the properties of the samples with optimized quantities were investigated using wheel trucks and Bohme abrasion tests. The modified mixture exhibited an increase in bulk specific gravity by 6% to 2.24, enhanced the Marshall flow from 3.5 to 4.6 mm, and an increase in the stability by 5%, yielding the highest value of 33 kN. Subsequently, the mechanical properties and durability of the mixtures were affected with an increase in the rutting resistance. The highest abrasion resistance and service life were obtained when 25% porcelain replaced the recycled concrete aggregates, but the mixture became more temperature susceptable. Therefore, this study achieved economical, environmentally-friendly, and safe pavements. mechanical property abrasion resistance rutting resistance porcelain waste asphalt–concrete mixture Marshall test Figures Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Figure 12 Figure 13 Figure 14 Figure 15 Introduction Asphalt pavement technology has evolved with the changes in the road industry owing to the increasing number of vehicles. Various materials, whether traditional or unconventional, are used to build roads with a long life span and increased compatibility with the environment and the country’s economy through the use of available resources. Since the 1980s, traditional road materials have been merged with unconventional materials [ 1 ]. Waste production severely disrupts the environment [ 2 ]. The amount of environmental garbage produced by industrial and technological advancement is increasing with tens of thousands of tons of industrial trash disposed annually. This global increase in waste production has prompted scientists to consider the combination of waste with conventional materials for road construction [ 3 ]. Repurposing waste materials from landfills, including polymer, glass, steel slag, plastic, tires, aggregate dust, and recycled concrete aggregate, for pavement construction has significant advantages for environmental and resource conservation [ 4 ]. Consequently, the increasing use of recycled materials in asphalt pavements requires the environmental assessment of their effects on energy use and CO 2 emissions by reducing the energy consumption for preparing the mixtures [ 5 ]. Using construction and demolition (C&D) waste materials as aggregates in pavement layers at a proportion of 10–40% increases the optimal binder content (OBC) and improves the rutting resistance while enhancing the moisture damage resistance [ 6 ]. With the serious hurdles posed by industrial enterprises on the civil engineering sector, the utilization of recycled materials to ration the use of natural resources in construction processes provides a potential solution [ 6 ]. In recent years, the storage and management of waste from destroyed concrete buildings has become a global pressing challenge that should be handled locally [ 7 ]. However, compared to a mixture made with natural aggregates, asphalt mixed with recycled concrete aggregates has limited technical features because of the low quality of the materials. In particular, concerns on the stripping potential of recycled cement–concrete aggregate mixtures have been raised and should be addressed [ 8 ]. As road surface durability is directly affected by the qualities of the porcelain, the tested aggregates should have sufficient properties in terms of grain form, frost resistance, and grinding resistance when applied to the wear layer of the asphalt concrete surface [ 9 ]. In addition to increasing the amount of binder, filler, and air voids, recycled ceramic aggregates resist plastic deformation and maintain their indirect tensile strength after immersion [ 10 ]. The use of 5% porcellanitic improved the compressive strength of roller-compacted concrete, which is a zero-slump concrete without forms, reinforcing steel, and finishing and has sufficient wetness to support compaction by vibratory rollers [ 11 ]. The use of nonporous ceramic granite refuse as a finely fragmented inorganic material in the bitumen–concrete mixture reduces the amount of bitumen and increases the water resistance, compressive strength, and shear resistance, thereby prolonging the service life of the road surface. Thus, ceramic granite production waste can be used as a mineral material for producing asphalt concrete to increase the construction and technical properties and durability of road surfaces [ 12 ]. Recycled ceramic aggregates and porcelain tile wastes as substitutes for natural aggregates were characterized by suitability tests for use in bituminous mixtures. The addition of recycled ceramic aggregates increased the binder, filler, and air void contents and resistance to plastic deformation, while retaining the indirect tensile resistance after immersion. Recycled ceramic aggregates can replace up to 30% natural aggregates under good mechanical conditions. Moreover, hot bituminous mixtures with reasonable additions of recycled ceramic aggregates can satisfy the binder course performance requirements for medium- to low-traffic volume roads [ 10 ]. Several specialists have investigated the use of waste products to produce bitumen and asphalt concrete [ 13 ]. The use of waste porcelain tile as a recycled aggregate in concrete can decrease environmental pollution and address the scarcity of natural aggregates while promoting the mechanical characteristics of concrete at room temperature. Therefore, leftover waste porcelain tile fine aggregates, as opposed to coarse aggregates, can be used in recycled concrete [ 14 ], enhancing the characteristics, such as bulk specific gravity (G mb ), flow, stability, abrasion resistance, and rutting. Further, recycled ceramic aggregates retain their indirect tensile strength and resist plastic deformation [ 15 ]. Researchers have emphasized the value of environmentally friendly building practices and the role of organic materials in creating a strong infrastructure [ 16 ]. However, asphalt mixed with recycled concrete particles exhibits inferior technical features than mixtures created with natural aggregates because of the low quality of the materials [ 17 ]. As waste generation severely affects the ecosystem [ 18 ], utilizing waste materials from C&D as aggregates in pavement layers enhances the rutting resistance and raises OBC [ 19 , 20 ]. In addition to reducing environmental pollution, using leftover porcelain tile as a recycled aggregate in concrete can address the scarcity of natural aggregates. However, recycled cement aggregates alone do not produce satisfactory results. Thus, this study demonstrated the optimized addition of two waste construction materials, namely recycled concrete and porcelain waste, to modify the mechanical properties and durability of a binder–asphalt cement mixture at low and high temperatures. Objective and scope of research work To save waste construction materials that otherwise occupy valuable areas in natural areas, and to repurpose these materials, this research aims to advice and enhance the construction industry and authorized directorates to focus on this approach. Especially if the modified materials improve the technical and durable properties of composite construction mixtures, which ultimately benefits the environment and finances. By implementing simple treatments such as cleaning, crushing, and reshaping these waste materials, we can greatly benefit humanity. Experimental section Materials Asphalt grade 40–60, combined with concrete and porcelain waste from demolished residential buildings in Erbil City, were used in this study according to the aggregate gradation requirements for the asphalt binder course layer in ASTM D3531. Figure 1 illustrates the gradation and percent passing of the aggregates for road projects to comply with the binder parameters of a common specification band [ 14 ]. Asphalt bitumen from Lanaz Refinery in Erbil, with a grade of 40–60, was used for the testing program. The conventional properties are summarized in Table 1 . Waste Porcelian ; Waste porcelain has the properties shown in Table 2 and shapes as in Figure 2 from demolished buildings, made from Turkiye used in the testing program. Table 2 Waste porcelain properties. Porcelain properties Test method Unit Conformity Density ASTM C127 Kg/m 3 2380 Specific gravity ASTM C127 - 2.27 Water absorption ASTM C1585 % 0.57% Recycled Concrete Aggregate; Concrete from demolished buildings in Erbil city used particle shapes shown in Fig. 3 and its properties in Table 3 : Table 3 Properties of the recycled concrete aggregate. Aggregate Property Test Code Unit conformity Density ASTM C127 Kg/m 3 2480 Specific gravity ASTM C127 - 2.506 Water absorption ASTM C1585 % 5.34 Testing Types The rutting test conducted following the Hamburg Wheel Tracking Test requirements as per AASHTO T 324 − 19, using two samples for each mixture, with half-circle beams 35 mm thick. Abrasion tests were performed using the Bohme abrasive wheel UTA-0615-T, with two samples of 70 × 70 × 100 mm for each mixture to evaluate the durability of the mixtures. The mechanical strength, flexibility, temperature sussecptibility (TS), and index of retained strength (IRS) of the mixture were tested using the Marshall method as per ASTM D1559 and ASTM 6927-22, with three samples of 65 × 101 mm for each test. The shape and size of the devices used are shown in Figs. 4 a–c, respectively. Marshall tests were conducted at temperatures of 60°C and 25°C to determine the stability and flexibility, following the standard Marshall test procedures. Additionally, the temperature susceptibility (TS) and Index of Retained Strength (IRS) of the mixtures were evaluated according to ASTM D4123 and ASTM D1075/D1074, respectively. Bollow are four equestions to find out the (TS) and the (I.R.S.). Asphalt mixture proportioning and sampling This study used an asphalt combination with the specific quantities of recycled concrete and porcelain aggregates listed in Table 4. Four types of Marshall mixtures were prepared with three replacement rates of porcelain (25%, 40%, and 60%) for the recycled concrete aggregate for all mix gradations. Based on previous research [2, 9, and 10] these percentages were chosen to show the impact of the replaced materials on the test results. Higher percentages signify better environment cleaning and finance saving while maintaining specifications according to standards. The samples were prepared according to ASTM D6927-22 for heavy-load higway (75 blows) Marshall testing, with three samples for each test. Table 4. Weights of the recycled concrete and waste porcelain aggregates according to proportions of selected gradation of road binder layer. Sieve Size (mm) M1 M2 M3 M4 100% Recycled concrete Agg.(g) 75% Recycled concrete agg. (g) 25% Waste porcelain (g) 60% Recycled concrete agg. (g) 40% Waste porcelain (g) 40% recycled concrete agg.(g) 60% Waste porcelain (g) 19.000 0 0 0 0 0 0 0 12.500 222.3 166.73 55.58 133.38 88.92 88.92 133.38 9.500 108.3 81.23 27.08 64.98 43.32 43.32 64.98 4.750 199.5 149.63 49.88 119.70 79.80 79.80 119.70 2.360 176.7 132.53 44.18 106.02 70.68 70.68 106.02 0.300 262.2 196.65 65.55 157.32 104.88 104.88 157.32 0.075 91.2 68.40 22.80 54.72 36.48 36.48 54.72 PAN/filler 79.8 59.85 19.95 47.88 31.92 31.92 47.88 Results and Discussion The average test results for the four types of mixtures are presented in Table 5 . Porcelain is heavier than the replaced recycled concrete, as indicated by the increased density of the mixture with increasing rate of the porcelain replacement, except in M4. The decrease in the weight of M4 suggests that a further increase in the porcelain content forms gaps and voids in the material owing to its flat particle shape, as shown in Fig. 5 . Table 5 Mixture properties, code, and test results. Properties Specifications according to Mix Code M1 M2 M3 M4 Density (g/cm 3 ) AASHTO T 310 2.070 2.113 2.116 2.068 Bulk Sp.Gr. (G mb ) AASHTO T209-94 2.066 2.108 2.102 2.086 Apparent Sp. Gr. (G sb ) AASHTO T209-94 2.11 2.24 2.22 2.20 Stability at 60°C (KN) ASTM D6927-22 31.0 33.0 28.0 26.3 Marshall flow at 60°C (mm) ASTM D6927-22 3.6 4.6 4.2 4.4 Stability at 25°C (kN) ASTM D6927-22 52.0 50.3 49.0 47.3 Marshall flow at 25°C (mm) ASTM D6927-22 3.75 3.2 2.6 2.8 Rutting max. load (KN) AASHTO T 324 − 19 601.1 732.1 482.1 406.0 Max. rutting depth (cm) AASHTO T 324 − 19 3.071 3.219 2.862 2.623 Abrasion (%) UTA-0615-T 0.85 0.37 0.38 0.46 Temperatur susceptibility (kg/cm 2 /c°) ASTM D-4123 0.6 0.49 0.6 0.6 Index of Retained Strength (IRS %) ASTM D-1075 76.4 76.7 73.3 71.2 Figures 6 and 7 show the G mb and apparent specific gravity (G sb ) charts, respectively, exhibiting the same trends. Replacing 25% recycled aggregate with porcelain yielded the highest G mb and G sb values of 2.108 and 2.24, respectively, implying an increase of 2.00% and 6.16%, respectively. Figures 8 and 9 show the Marshall stability of the mixtures at different temperatures. The Marshall stability decreased to 47.3 kN with the increase in the porcelain replacement, denoting a reduction of approximately 9% at 25°C. Meanwhile, M2 tested at 60°C yielded the highest Marshall stability of 33 kN, exhibiting an increase of 6.4% from that of M1. This indicates the increased hardness and stability of the porcelain particles. Figures 10 and 11 show the different flow trends owing to the homogeneity of the materials, including the sample, particle shapes, and air gaps. The replacement of the recycled concrete aggregate with porcelain decreased the Marshall flow of M3 from 3.75 to 2.6 mm at 25°C and increased the Marshall flow of M2 from 3.6 to 4.6 mm at 60°C. This indicates the stability of porcelain particles at low temperatures. The rutting deformation resistance of M2 improved by 22%, as indicated by the bearing yild load, which is 732.1 kN. Meanwhile, the rutting depth of M2 only increased by 5% compared to Mix 4, which has a bearing load of 406 kN and a rutting depth of 2.623 cm (Fig. 12 ). This suggests that porcelain addition should be limited based on the durability of the mixture. Abrasion improved with the addition of porcelain, as shown in Fig. 13 . The highest abrasion resistance was obtained by adding 25% porcelain to M2, denoting the high durability of the mixture. The index of the retained strength was obtained according to ASTM D-1075 to determine the effect of the porcelain particles on the durability of the mixture. Mix 2 exhibited the highest external stress resistance and durability, as shown in Fig. 14 . The mixtures temperature susceptibility has affected significantly at mixture M2, replacing porcelain affected negatively and make the mixture more susceptable, Fig. 15. Conclusion The development of sustainable construction materials is a global goal. In highway construction, natural materials play a major role in producing durable and strong mixtures to achieve structures with long service life. The modification of these materials requires replacing, mixing, adding, and restrengthening their properties to produce stronger and more durable mixtures. This study focused on the use of ecofriendly materials by adding recycled concrete aggregate and replacing it with recycled porcelain to determine its effects on the mechanical properties and durability of asphalt–concrete binder mixtures. The main conclusions of this study are as follows: 1. The recycled concrete aggregate is a suitable and noticeably effective modifier for the asphalt binder mixture, yielding acceptable mechanical and durabile results. 2. According to the test results, porcelain particles can replace recycled concrete aggregate at an optimal rate of 25%. 3. Adding porcelian increased the density of the mixtures. Compared to M1, the bulk density of M3 increased by 2.2%, whereas the G mb ­ of M2 increasedby 2%. 4. Replacing porcelain decreased the mechanical properties of the asphalt mixtures at low temperatures. However, the mechanical properties improved with the porcelain replacement rate of only 25% in M2. 5. M2 improved the resistance of the asphalt mixture by 22% for the rutting deformation, 20% for the abrasion resistance, and 1% for the index of retained strength. However, it negatively affected the temperature susceptibility of mixture M2, making it more temperature susceptible by 18%. Recommendations Highway construction is an ongoing and essential requirement, making the replacement primary components in highway mixtures with waste construction materials a sustainable and environmentally beneficial goal. This research demonstrates and recommends the utilization of waste concrete and porcelain aggregates in highway construction. Further tests, particularly on the rheological properties of bitumen through bending beam rheometer and dynamic shear rheometer tests, are recommended to better understand the role of waste porcelain and recycled concrete aggregates as modifiers for pavement mixtures. Declarations Conflict of Interest The authors do not have any conflicts of interest to declare. Declaration of Generative AI and AI-assisted technologies in the writing process The authors reviewed and edited the content as needed and take full responsibility for the content of the publication. CRediT author statement Walid A. Hamad: Data curation, Laboratory work, Funding acquisition, Resources, Software and original draft preparation. Ganjeena J. Khoshnaw: Conceptualization, Supervision, Project administration, Investigation, Formal analysis, review and editing. Data Statement The data used in this study are provided in the text and its Supporting Information. References M. Tuncan, A. Tuncan, A. Cetin, The use of waste materials in asphalt concrete mixtures, Waste Manag. Res. 21 (2003) 83–92. https://doi.org/10.1177/0734242X0302100202. H. Akbulut, C. Gürer, Use of aggregates produced from marble quarry waste in asphalt pavements, Build. Environ. 42 (2007) 1921–1930. https://doi.org/10.1016/j.buildenv.2006.03.012. S. Paranavithana, A. Mohajerani, Effects of recycled concrete aggregates on properties of asphalt concrete, Resour. Conserv. Recy. 48 (2006) 1–12. https://doi.org/10.1016/j.resconrec.2005.12.009. X. Shu, B. 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Guppy, Sustainable pavement construction: A systematic literature review of environmental and economic analysis of recycled materials, J. Clean. Prod. 313 (2021) 127936. https://doi.org/10.1016/j.jclepro.2021.127936. S. Fatemi, R. Imaninasab, Performance evaluation of recycled asphalt mixtures by construction and demolition waste materials, Constr. Build. Mater. 120 (2016) 450–456. https://doi.org/10.1016/j.conbuildmat.2016.05.117. M.S. Eisa, M.E. Basiouny, A.M. Youssef, Effect of using various waste materials as mineral filler on the properties of asphalt mix, Innov. Infrastruct. Solut. 3 (2018) 27. https://doi.org/10.1007/s41062-018-0129-4. Additional Declarations No competing interests reported. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-4749856","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":338704374,"identity":"c106d226-312e-4d62-bbf4-34d9e1367f6e","order_by":0,"name":"Waleed A. 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(R) refers to the particle size retained on the identified sieve number.\u003c/p\u003e","description":"","filename":"3.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/160d35331a8fd4cf79410b0b.png"},{"id":62365152,"identity":"59d214eb-f824-4c41-a43b-ccdfba1b8aaa","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":4,"title":"Figure 4","display":"","copyAsset":false,"role":"figure","size":198487,"visible":true,"origin":"","legend":"\u003cp\u003eTest equipment: a) Hamburg wheel-truck device, b) Bohme abrasive test device, and c) Marshall test device.\u003c/p\u003e","description":"","filename":"4.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/9c5fb6f96e9c9b3c72f60692.png"},{"id":62365141,"identity":"16feb303-0c88-4b61-8151-c8e8f0622678","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":5,"title":"Figure 5","display":"","copyAsset":false,"role":"figure","size":10490,"visible":true,"origin":"","legend":"\u003cp\u003eDensity of different mixtures.\u003c/p\u003e","description":"","filename":"5.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/5a8f12a5ae2a1c1ef86f7ebb.png"},{"id":62365146,"identity":"d03fbbf7-7129-454f-b06d-f8ca138f75a8","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":6,"title":"Figure 6","display":"","copyAsset":false,"role":"figure","size":8605,"visible":true,"origin":"","legend":"\u003cp\u003eBulk specific gravity (G\u003csub\u003emb\u003c/sub\u003e)\u003csub\u003e\u003cstrong\u003e \u003c/strong\u003e\u003c/sub\u003eof different mixtures.\u003c/p\u003e","description":"","filename":"6.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/2cca0f245e0612c61faf0d13.png"},{"id":62365150,"identity":"26f014f9-9ffe-410c-8586-dbe4145c8edd","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":7,"title":"Figure 7","display":"","copyAsset":false,"role":"figure","size":6435,"visible":true,"origin":"","legend":"\u003cp\u003eApparent specific gravity (G\u003csub\u003esb\u003c/sub\u003e)\u003csub\u003e \u003c/sub\u003eof different mixtures.\u003c/p\u003e","description":"","filename":"7.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/73e6ddb04ec27358e1454ac5.png"},{"id":62365144,"identity":"ea95c3c1-4502-48fe-9f00-4ca8f9d8552d","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":8,"title":"Figure 8","display":"","copyAsset":false,"role":"figure","size":9607,"visible":true,"origin":"","legend":"\u003cp\u003eMarshall stability of different mixtures tested at 25 °C.\u003c/p\u003e","description":"","filename":"8.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/ffc379bd7eaff78b179dcec9.png"},{"id":62365154,"identity":"16b2c972-a17a-49b5-8962-dd27d906efad","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":9,"title":"Figure 9","display":"","copyAsset":false,"role":"figure","size":10003,"visible":true,"origin":"","legend":"\u003cp\u003eMarshall stability of different mixtures tested at 60 °C.\u003c/p\u003e","description":"","filename":"9.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/60a2dde9f7e8c4af1f369c87.png"},{"id":62365149,"identity":"73ac77fe-bba2-416c-9a97-87890f0e6140","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":10,"title":"Figure 10","display":"","copyAsset":false,"role":"figure","size":7503,"visible":true,"origin":"","legend":"\u003cp\u003eMarshall flow of different mixtures at 25 °C.\u003c/p\u003e","description":"","filename":"10.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/c703d4ec1811a02e60a89cac.png"},{"id":62365148,"identity":"9da3d68c-7877-4f06-b076-c881282e6c67","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":11,"title":"Figure 11","display":"","copyAsset":false,"role":"figure","size":6847,"visible":true,"origin":"","legend":"\u003cp\u003eMarshall flow of different mixtures at 60 °C.\u003c/p\u003e","description":"","filename":"11.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/ed6534d32c3b139eba39b5db.png"},{"id":62365145,"identity":"e5a5b8b2-128f-4139-be82-35bce991f5e8","added_by":"auto","created_at":"2024-08-13 10:52:05","extension":"png","order_by":12,"title":"Figure 12","display":"","copyAsset":false,"role":"figure","size":20984,"visible":true,"origin":"","legend":"\u003cp\u003eRutting depth versus load applied for the mixtures.\u003c/p\u003e","description":"","filename":"12.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/9f84fc1e8ba17595079b987c.png"},{"id":62365155,"identity":"e2577a21-083d-4743-90de-ff8c73cf0e59","added_by":"auto","created_at":"2024-08-13 10:52:06","extension":"png","order_by":13,"title":"Figure 13","display":"","copyAsset":false,"role":"figure","size":9666,"visible":true,"origin":"","legend":"\u003cp\u003eAbrasion resistance for all mixtures\u003c/p\u003e","description":"","filename":"13.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/7a63923559acdb22982c1f38.png"},{"id":62365825,"identity":"69d3fc9b-84d5-4f33-8e56-ce38ed25195d","added_by":"auto","created_at":"2024-08-13 11:00:05","extension":"png","order_by":14,"title":"Figure 14","display":"","copyAsset":false,"role":"figure","size":13385,"visible":true,"origin":"","legend":"\u003cp\u003eIndex of retained strength for different mixtures.\u003c/p\u003e","description":"","filename":"14.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/ab189dd2ea724427da244ae5.png"},{"id":62365824,"identity":"0caa1585-adde-4ea6-b06d-9781284a26db","added_by":"auto","created_at":"2024-08-13 11:00:05","extension":"png","order_by":15,"title":"Figure 15","display":"","copyAsset":false,"role":"figure","size":12484,"visible":true,"origin":"","legend":"\u003cp\u003eTemperature Susceptibility for different mixtures.\u003c/p\u003e","description":"","filename":"15.png","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/855e82a28cb573cd7c5970d1.png"},{"id":64002955,"identity":"2160aa2c-3918-4488-ba0c-07a49c004446","added_by":"auto","created_at":"2024-09-04 20:41:32","extension":"pdf","order_by":0,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":1690607,"visible":true,"origin":"","legend":"","description":"","filename":"manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-4749856/v1/532c3e2d-baff-491d-b58c-267ec8322dbe.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Mechanical properties and durability of asphalt–concrete mixture modified with recycled concrete and porcelain aggregates","fulltext":[{"header":"Introduction","content":"\u003cp\u003eAsphalt pavement technology has evolved with the changes in the road industry owing to the increasing number of vehicles. Various materials, whether traditional or unconventional, are used to build roads with a long life span and increased compatibility with the environment and the country\u0026rsquo;s economy through the use of available resources. Since the 1980s, traditional road materials have been merged with unconventional materials [\u003cspan class=\"CitationRef\"\u003e1\u003c/span\u003e].\u003c/p\u003e\n\u003cp\u003eWaste production severely disrupts the environment [\u003cspan class=\"CitationRef\"\u003e2\u003c/span\u003e]. The amount of environmental garbage produced by industrial and technological advancement is increasing with tens of thousands of tons of industrial trash disposed annually. This global increase in waste production has prompted scientists to consider the combination of waste with conventional materials for road construction [\u003cspan class=\"CitationRef\"\u003e3\u003c/span\u003e]. Repurposing waste materials from landfills, including polymer, glass, steel slag, plastic, tires, aggregate dust, and recycled concrete aggregate, for pavement construction has significant advantages for environmental and resource conservation [\u003cspan class=\"CitationRef\"\u003e4\u003c/span\u003e]. Consequently, the increasing use of recycled materials in asphalt pavements requires the environmental assessment of their effects on energy use and CO\u003csub\u003e2\u003c/sub\u003e emissions by reducing the energy consumption for preparing the mixtures [\u003cspan class=\"CitationRef\"\u003e5\u003c/span\u003e]. Using construction and demolition (C\u0026amp;D) waste materials as aggregates in pavement layers at a proportion of 10\u0026ndash;40% increases the optimal binder content (OBC) and improves the rutting resistance while enhancing the moisture damage resistance [\u003cspan class=\"CitationRef\"\u003e6\u003c/span\u003e]. With the serious hurdles posed by industrial enterprises on the civil engineering sector, the utilization of recycled materials to ration the use of natural resources in construction processes provides a potential solution [\u003cspan class=\"CitationRef\"\u003e6\u003c/span\u003e].\u003c/p\u003e\n\u003cp\u003eIn recent years, the storage and management of waste from destroyed concrete buildings has become a global pressing challenge that should be handled locally [\u003cspan class=\"CitationRef\"\u003e7\u003c/span\u003e]. However, compared to a mixture made with natural aggregates, asphalt mixed with recycled concrete aggregates has limited technical features because of the low quality of the materials. In particular, concerns on the stripping potential of recycled cement\u0026ndash;concrete aggregate mixtures have been raised and should be addressed [\u003cspan class=\"CitationRef\"\u003e8\u003c/span\u003e].\u003c/p\u003e\n\u003cp\u003eAs road surface durability is directly affected by the qualities of the porcelain, the tested aggregates should have sufficient properties in terms of grain form, frost resistance, and grinding resistance when applied to the wear layer of the asphalt concrete surface [\u003cspan class=\"CitationRef\"\u003e9\u003c/span\u003e]. In addition to increasing the amount of binder, filler, and air voids, recycled ceramic aggregates resist plastic deformation and maintain their indirect tensile strength after immersion [\u003cspan class=\"CitationRef\"\u003e10\u003c/span\u003e]. The use of 5% porcellanitic improved the compressive strength of roller-compacted concrete, which is a zero-slump concrete without forms, reinforcing steel, and finishing and has sufficient wetness to support compaction by vibratory rollers [\u003cspan class=\"CitationRef\"\u003e11\u003c/span\u003e].\u003c/p\u003e\n\u003cp\u003eThe use of nonporous ceramic granite refuse as a finely fragmented inorganic material in the bitumen\u0026ndash;concrete mixture reduces the amount of bitumen and increases the water resistance, compressive strength, and shear resistance, thereby prolonging the service life of the road surface. Thus, ceramic granite production waste can be used as a mineral material for producing asphalt concrete to increase the construction and technical properties and durability of road surfaces [\u003cspan class=\"CitationRef\"\u003e12\u003c/span\u003e].\u003c/p\u003e\n\u003cp\u003eRecycled ceramic aggregates and porcelain tile wastes as substitutes for natural aggregates were characterized by suitability tests for use in bituminous mixtures. The addition of recycled ceramic aggregates increased the binder, filler, and air void contents and resistance to plastic deformation, while retaining the indirect tensile resistance after immersion. Recycled ceramic aggregates can replace up to 30% natural aggregates under good mechanical conditions. Moreover, hot bituminous mixtures with reasonable additions of recycled ceramic aggregates can satisfy the binder course performance requirements for medium- to low-traffic volume roads [\u003cspan class=\"CitationRef\"\u003e10\u003c/span\u003e]. Several specialists have investigated the use of waste products to produce bitumen and asphalt concrete [\u003cspan class=\"CitationRef\"\u003e13\u003c/span\u003e]. The use of waste porcelain tile as a recycled aggregate in concrete can decrease environmental pollution and address the scarcity of natural aggregates while promoting the mechanical characteristics of concrete at room temperature. Therefore, leftover waste porcelain tile fine aggregates, as opposed to coarse aggregates, can be used in recycled concrete [\u003cspan class=\"CitationRef\"\u003e14\u003c/span\u003e], enhancing the characteristics, such as bulk specific gravity (G\u003csub\u003emb\u003c/sub\u003e), flow, stability, abrasion resistance, and rutting. Further, recycled ceramic aggregates retain their indirect tensile strength and resist plastic deformation [\u003cspan class=\"CitationRef\"\u003e15\u003c/span\u003e].\u003c/p\u003e\n\u003cp\u003eResearchers have emphasized the value of environmentally friendly building practices and the role of organic materials in creating a strong infrastructure [\u003cspan class=\"CitationRef\"\u003e16\u003c/span\u003e]. However, asphalt mixed with recycled concrete particles exhibits inferior technical features than mixtures created with natural aggregates because of the low quality of the materials [\u003cspan class=\"CitationRef\"\u003e17\u003c/span\u003e]. As waste generation severely affects the ecosystem [\u003cspan class=\"CitationRef\"\u003e18\u003c/span\u003e], utilizing waste materials from C\u0026amp;D as aggregates in pavement layers enhances the rutting resistance and raises OBC [\u003cspan class=\"CitationRef\"\u003e19\u003c/span\u003e, \u003cspan class=\"CitationRef\"\u003e20\u003c/span\u003e]. In addition to reducing environmental pollution, using leftover porcelain tile as a recycled aggregate in concrete can address the scarcity of natural aggregates. However, recycled cement aggregates alone do not produce satisfactory results. Thus, this study demonstrated the optimized addition of two waste construction materials, namely recycled concrete and porcelain waste, to modify the mechanical properties and durability of a binder\u0026ndash;asphalt cement mixture at low and high temperatures.\u003c/p\u003e\n\u003cdiv id=\"Sec2\" class=\"Section2\"\u003e\n \u003ch2\u003eObjective and scope of research work\u003c/h2\u003e\n \u003cp\u003eTo save waste construction materials that otherwise occupy valuable areas in natural areas, and to repurpose these materials, this research aims to advice and enhance the construction industry and authorized directorates to focus on this approach. Especially if the modified materials improve the technical and durable properties of composite construction mixtures, which ultimately benefits the environment and finances. By implementing simple treatments such as cleaning, crushing, and reshaping these waste materials, we can greatly benefit humanity.\u003c/p\u003e\n\u003c/div\u003e\n\u003cdiv id=\"Sec3\" class=\"Section2\"\u003e\n \u003ch2\u003eExperimental section\u003c/h2\u003e\n \u003cdiv id=\"Sec4\" class=\"Section3\"\u003e\n \u003ch2\u003eMaterials\u003c/h2\u003e\n \u003cp\u003eAsphalt grade 40\u0026ndash;60, combined with concrete and porcelain waste from demolished residential buildings in Erbil City, were used in this study according to the aggregate gradation requirements for the asphalt binder course layer in ASTM D3531. Figure \u003cspan class=\"InternalRef\"\u003e1\u003c/span\u003e illustrates the gradation and percent passing of the aggregates for road projects to comply with the binder parameters of a common specification band [\u003cspan class=\"CitationRef\"\u003e14\u003c/span\u003e].\u003c/p\u003e\n \u003cp\u003eAsphalt bitumen from Lanaz Refinery in Erbil, with a grade of 40\u0026ndash;60, was used for the testing program. The conventional properties are summarized in Table \u003cspan class=\"InternalRef\"\u003e1\u003c/span\u003e.\u003c/p\u003e\n \u003cp\u003e\u003cimg 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\"\u003e\u003c/p\u003e\n \u003cdiv class=\"gridtable\"\u003e\n \u003cdiv align=\"left\" class=\"colspec\"\u003e\u003cstrong\u003eWaste Porcelian\u003c/strong\u003e; Waste porcelain has the properties shown in Table 2 and shapes as in Figure 2 from demolished buildings, made from Turkiye used in the testing program.\u003c/div\u003e\n \u003cdiv align=\"left\" class=\"colspec\"\u003e\u003cbr\u003e\u003c/div\u003e\n \u003c/div\u003e\n \u003cdiv class=\"gridtable\"\u003e\u0026nbsp;\u003ctable id=\"Tab2\" border=\"1\"\u003e\n \u003ccaption language=\"En\"\u003e\n \u003cdiv class=\"CaptionNumber\"\u003eTable 2\u003c/div\u003e\n \u003cdiv class=\"CaptionContent\"\u003e\n \u003cp\u003eWaste porcelain properties.\u003c/p\u003e\n \u003c/div\u003e\n \u003c/caption\u003e\n \u003cthead\u003e\n \u003ctr\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003ePorcelain properties\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eTest method\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eUnit\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eConformity\u003c/p\u003e\n \u003c/th\u003e\n \u003c/tr\u003e\n \u003c/thead\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eDensity\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM C127\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eKg/m\u003csup\u003e3\u003c/sup\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e2380\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eSpecific gravity\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM C127\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e-\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e2.27\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eWater absorption\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM C1585\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e0.57%\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n \u003c/div\u003e\n \u003cp\u003e\u003cstrong\u003eRecycled Concrete Aggregate;\u003c/strong\u003e Concrete from demolished buildings in Erbil city used particle shapes shown in Fig. \u003cspan class=\"InternalRef\"\u003e3\u003c/span\u003e and its properties in Table\u0026nbsp;\u003cspan class=\"InternalRef\"\u003e3\u003c/span\u003e:\u003c/p\u003e\n \u003cdiv class=\"gridtable\"\u003e\u0026nbsp;\u003ctable id=\"Tab3\" border=\"1\"\u003e\n \u003ccaption language=\"En\"\u003e\n \u003cdiv class=\"CaptionNumber\"\u003eTable 3\u003c/div\u003e\n \u003cdiv class=\"CaptionContent\"\u003e\n \u003cp\u003eProperties of the recycled concrete aggregate.\u003c/p\u003e\n \u003c/div\u003e\n \u003c/caption\u003e\n \u003cthead\u003e\n \u003ctr\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eAggregate Property\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eTest Code\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eUnit\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003econformity\u003c/p\u003e\n \u003c/th\u003e\n \u003c/tr\u003e\n \u003c/thead\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eDensity\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM C127\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eKg/m\u003csup\u003e3\u003c/sup\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e2480\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eSpecific gravity\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM C127\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e-\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e2.506\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eWater absorption\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM C1585\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e5.34\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n \u003c/div\u003e\n \u003c/div\u003e\n\u003c/div\u003e\n\u003cdiv id=\"Sec5\" class=\"Section2\"\u003e\n \u003ch2\u003eTesting Types\u003c/h2\u003e\n \u003cp\u003eThe rutting test conducted following the Hamburg Wheel Tracking Test requirements as per AASHTO T 324\u0026thinsp;\u0026minus;\u0026thinsp;19, using two samples for each mixture, with half-circle beams 35 mm thick. Abrasion tests were performed using the Bohme abrasive wheel UTA-0615-T, with two samples of 70 \u0026times; 70 \u0026times; 100 mm for each mixture to evaluate the durability of the mixtures. The mechanical strength, flexibility, temperature sussecptibility (TS), and index of retained strength (IRS) of the mixture were tested using the Marshall method as per ASTM D1559 and ASTM 6927-22, with three samples of 65 \u0026times; 101 mm for each test. The shape and size of the devices used are shown in Figs. \u003cspan class=\"InternalRef\"\u003e4\u003c/span\u003ea\u0026ndash;c, respectively.\u003c/p\u003e\n \u003cp\u003eMarshall tests were conducted at temperatures of 60\u0026deg;C and 25\u0026deg;C to determine the stability and flexibility, following the standard Marshall test procedures. Additionally, the temperature susceptibility (TS) and Index of Retained Strength (IRS) of the mixtures were evaluated according to ASTM D4123 and ASTM D1075/D1074, respectively. Bollow are four equestions to find out the (TS) and the (I.R.S.).\u003c/p\u003e\n \u003cp\u003e\u003cimg 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\"\u003e\u003cbr\u003e\u003c/p\u003e\n\u003c/div\u003e\n\u003cp\u003e\u003cstrong\u003eAsphalt mixture proportioning and sampling\u0026nbsp;\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThis study used an asphalt combination with the specific quantities of recycled concrete and porcelain aggregates listed in Table 4. Four types of Marshall mixtures were prepared with three replacement rates of porcelain (25%, 40%, and 60%) for the recycled concrete aggregate for all mix gradations. Based on previous research [2, 9, and 10] these percentages were chosen to show the impact of the replaced materials on the test results. Higher percentages signify better environment cleaning and finance saving while maintaining specifications according to standards. The samples were prepared according to ASTM D6927-22 for heavy-load higway (75 blows) Marshall testing, with three samples for each test.\u0026nbsp;\u003c/p\u003e\n\u003cp\u003eTable 4. Weights of the recycled concrete and waste porcelain aggregates according to proportions of selected gradation of road binder layer.\u003c/p\u003e\n\u003ctable border=\"1\" cellspacing=\"0\" cellpadding=\"0\" width=\"586\"\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.627986348122867%\" rowspan=\"2\" valign=\"top\"\u003e\n \u003cp\u003eSieve Size (mm)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.580204778156997%\" valign=\"top\"\u003e\n \u003cp\u003eM1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"27.474402730375427%\" colspan=\"2\" valign=\"top\"\u003e\n \u003cp\u003eM2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"24.914675767918087%\" colspan=\"2\" valign=\"top\"\u003e\n \u003cp\u003eM3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"24.40273037542662%\" colspan=\"2\" valign=\"top\"\u003e\n \u003cp\u003eM4\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.13307240704501%\" valign=\"top\"\u003e\n \u003cp\u003e100% Recycled concrete\u003c/p\u003e\n \u003cp\u003eAgg.(g)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"15.655577299412915%\" valign=\"top\"\u003e\n \u003cp\u003e75% Recycled concrete agg. (g)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"15.655577299412915%\" valign=\"top\"\u003e\n \u003cp\u003e25% Waste porcelain (g)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"12.524461839530332%\" valign=\"top\"\u003e\n \u003cp\u003e60% Recycled concrete agg. (g)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"16.046966731898237%\" valign=\"top\"\u003e\n \u003cp\u003e40% Waste porcelain (g)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"15.459882583170254%\" valign=\"top\"\u003e\n \u003cp\u003e40% recycled concrete agg.(g)\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"12.524461839530332%\" valign=\"top\"\u003e\n \u003cp\u003e60% Waste porcelain (g)\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e19.000\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e12.500\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e222.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e166.73\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e55.58\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e133.38\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e88.92\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e88.92\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e133.38\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e9.500\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e108.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e81.23\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e27.08\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e64.98\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e43.32\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e43.32\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e64.98\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e4.750\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e199.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e149.63\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e49.88\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e119.70\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e79.80\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e79.80\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e119.70\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e2.360\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e176.7\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e132.53\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e44.18\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e106.02\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e70.68\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e70.68\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e106.02\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e0.300\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e262.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e196.65\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e65.55\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e157.32\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e104.88\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e104.88\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e157.32\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003e0.075\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e91.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e68.40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e22.80\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e54.72\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e36.48\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e36.48\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e54.72\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd width=\"12.649572649572649%\" valign=\"top\"\u003e\n \u003cp\u003ePAN/filler\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.598290598290598%\" valign=\"top\"\u003e\n \u003cp\u003e79.8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e59.85\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.675213675213675%\" valign=\"top\"\u003e\n \u003cp\u003e19.95\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e47.88\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"14.017094017094017%\" valign=\"top\"\u003e\n \u003cp\u003e31.92\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"13.504273504273504%\" valign=\"top\"\u003e\n \u003cp\u003e31.92\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd width=\"10.94017094017094%\" valign=\"top\"\u003e\n \u003cp\u003e47.88\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n\u003c/table\u003e"},{"header":"Results and Discussion","content":"\u003cp\u003eThe average test results for the four types of mixtures are presented in Table \u003cspan class=\"InternalRef\"\u003e5\u003c/span\u003e. Porcelain is heavier than the replaced recycled concrete, as indicated by the increased density of the mixture with increasing rate of the porcelain replacement, except in M4. The decrease in the weight of M4 suggests that a further increase in the porcelain content forms gaps and voids in the material owing to its flat particle shape, as shown in Fig.\u0026nbsp;\u003cspan class=\"InternalRef\"\u003e5\u003c/span\u003e.\u003c/p\u003e\n\u003cdiv class=\"gridtable\"\u003e\u0026nbsp;\u003ctable id=\"Tab5\" border=\"1\"\u003e\n \u003ccaption language=\"En\"\u003e\n \u003cdiv class=\"CaptionNumber\"\u003eTable 5\u003c/div\u003e\n \u003cdiv class=\"CaptionContent\"\u003e\n \u003cp\u003eMixture properties, code, and test results.\u003c/p\u003e\n \u003c/div\u003e\n \u003c/caption\u003e\n \u003ccolgroup cols=\"6\"\u003e\u003c/colgroup\u003e\n \u003cthead\u003e\n \u003ctr\u003e\n \u003cth align=\"left\" rowspan=\"2\"\u003e\n \u003cp\u003eProperties\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\" rowspan=\"2\"\u003e\n \u003cp\u003eSpecifications according to\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\" colspan=\"4\"\u003e\n \u003cp\u003eMix Code\u003c/p\u003e\n \u003c/th\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eM1\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eM2\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eM3\u003c/p\u003e\n \u003c/th\u003e\n \u003cth align=\"left\"\u003e\n \u003cp\u003eM4\u003c/p\u003e\n \u003c/th\u003e\n \u003c/tr\u003e\n \u003c/thead\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eDensity (g/cm\u003c/strong\u003e\u003csup\u003e\u003cstrong\u003e3\u003c/strong\u003e\u003c/sup\u003e\u003cstrong\u003e)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eAASHTO T 310\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.070\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.113\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.116\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.068\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eBulk Sp.Gr. (G\u003c/strong\u003e\u003csub\u003e\u003cstrong\u003emb\u003c/strong\u003e\u003c/sub\u003e\u003cstrong\u003e)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eAASHTO T209-94\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.066\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.108\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.102\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.086\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eApparent Sp. Gr. (G\u003c/strong\u003e\u003csub\u003e\u003cstrong\u003esb\u003c/strong\u003e\u003c/sub\u003e\u003cstrong\u003e)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eAASHTO T209-94\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.11\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.24\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.22\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.20\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eStability at 60\u0026deg;C (KN)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM D6927-22\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e31.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e33.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e28.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e26.3\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eMarshall flow at 60\u0026deg;C (mm)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM D6927-22\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e3.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e4.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e4.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e4.4\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eStability at 25\u0026deg;C (kN)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM D6927-22\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e52.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e50.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e49.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e47.3\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eMarshall flow at 25\u0026deg;C (mm)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM D6927-22\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e3.75\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e3.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.8\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eRutting max. load (KN)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eAASHTO T 324\u0026thinsp;\u0026minus;\u0026thinsp;19\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e601.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e732.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e482.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e406.0\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eMax. rutting depth (cm)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eAASHTO T 324\u0026thinsp;\u0026minus;\u0026thinsp;19\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e3.071\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e3.219\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.862\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e2.623\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eAbrasion (%)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eUTA-0615-T\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.85\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.37\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.38\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.46\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eTemperatur susceptibility (kg/cm\u003c/strong\u003e\u003csup\u003e\u003cstrong\u003e2\u003c/strong\u003e\u003c/sup\u003e\u003cstrong\u003e/c\u0026deg;)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM D-4123\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.49\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e0.6\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003e\u003cstrong\u003eIndex of Retained Strength (IRS %)\u003c/strong\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"left\"\u003e\n \u003cp\u003eASTM D-1075\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e76.4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e76.7\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e73.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd align=\"char\"\u003e\n \u003cp\u003e71.2\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n\u003c/div\u003e\n\u003cp\u003eFigures \u003cspan class=\"InternalRef\"\u003e6\u003c/span\u003e and \u003cspan class=\"InternalRef\"\u003e7\u003c/span\u003e show the G\u003csub\u003emb\u003c/sub\u003e and apparent specific gravity (G\u003csub\u003esb\u003c/sub\u003e) charts, respectively, exhibiting the same trends. Replacing 25% recycled aggregate with porcelain yielded the highest G\u003csub\u003emb\u003c/sub\u003e and G\u003csub\u003esb\u003c/sub\u003e values of 2.108 and 2.24, respectively, implying an increase of 2.00% and 6.16%, respectively.\u003c/p\u003e\n\u003cp\u003eFigures \u003cspan class=\"InternalRef\"\u003e8\u003c/span\u003e and \u003cspan class=\"InternalRef\"\u003e9\u003c/span\u003e show the Marshall stability of the mixtures at different temperatures. The Marshall stability decreased to 47.3 kN with the increase in the porcelain replacement, denoting a reduction of approximately 9% at 25\u0026deg;C. Meanwhile, M2 tested at 60\u0026deg;C yielded the highest Marshall stability of 33 kN, exhibiting an increase of 6.4% from that of M1. This indicates the increased hardness and stability of the porcelain particles.\u003c/p\u003e\n\u003cp\u003eFigures \u003cspan class=\"InternalRef\"\u003e10\u003c/span\u003e and \u003cspan class=\"InternalRef\"\u003e11\u003c/span\u003e show the different flow trends owing to the homogeneity of the materials, including the sample, particle shapes, and air gaps. The replacement of the recycled concrete aggregate with porcelain decreased the Marshall flow of M3 from 3.75 to 2.6 mm at 25\u0026deg;C and increased the Marshall flow of M2 from 3.6 to 4.6 mm at 60\u0026deg;C. This indicates the stability of porcelain particles at low temperatures.\u003c/p\u003e\n\u003cp\u003eThe rutting deformation resistance of M2 improved by 22%, as indicated by the bearing yild load, which is 732.1 kN. Meanwhile, the rutting depth of M2 only increased by 5% compared to Mix 4, which has a bearing load of 406 kN and a rutting depth of 2.623 cm (Fig. \u003cspan class=\"InternalRef\"\u003e12\u003c/span\u003e). This suggests that porcelain addition should be limited based on the durability of the mixture.\u003c/p\u003e\n\u003cp\u003eAbrasion improved with the addition of porcelain, as shown in Fig. \u003cspan class=\"InternalRef\"\u003e13\u003c/span\u003e. The highest abrasion resistance was obtained by adding 25% porcelain to M2, denoting the high durability of the mixture.\u003c/p\u003e\n\u003cp\u003eThe index of the retained strength was obtained according to ASTM D-1075 to determine the effect of the porcelain particles on the durability of the mixture. Mix 2 exhibited the highest external stress resistance and durability, as shown in Fig. \u003cspan class=\"InternalRef\"\u003e14\u003c/span\u003e.\u003c/p\u003e\n\u003cp\u003eThe mixtures temperature susceptibility has affected significantly at mixture M2, replacing porcelain affected negatively and make the mixture more susceptable, Fig. 15.\u003c/p\u003e"},{"header":"Conclusion","content":"\u003cp\u003eThe development of sustainable construction materials is a global goal. In highway construction, natural materials play a major role in producing durable and strong mixtures to achieve structures with long service life. The modification of these materials requires replacing, mixing, adding, and restrengthening their properties to produce stronger and more durable mixtures. This study focused on the use of ecofriendly materials by adding recycled concrete aggregate and replacing it with recycled porcelain to determine its effects on the mechanical properties and durability of asphalt–concrete binder mixtures. The main conclusions of this study are as follows:\u003c/p\u003e\n\u003cp\u003e1.\u0026nbsp; \u0026nbsp;\u0026nbsp; The recycled concrete aggregate is a suitable and noticeably effective modifier for the asphalt binder mixture, yielding acceptable mechanical and durabile results.\u0026nbsp;\u003c/p\u003e\n\u003cp\u003e2.\u0026nbsp; \u0026nbsp;\u0026nbsp;According to the test results, porcelain particles can replace recycled concrete aggregate at an optimal rate of 25%.\u003c/p\u003e\n\u003cp\u003e3.\u0026nbsp; \u0026nbsp;\u0026nbsp;Adding porcelian increased the density of the mixtures. Compared to M1, the bulk density of M3 increased by 2.2%, whereas the G\u003csub\u003emb\u003c/sub\u003e\u003cstrong\u003e­\u003c/strong\u003eof M2 increasedby 2%.\u003c/p\u003e\n\u003cp\u003e4.\u0026nbsp; \u0026nbsp;\u0026nbsp;Replacing porcelain decreased the mechanical properties of the asphalt mixtures at low temperatures. However, the mechanical properties improved with the porcelain replacement rate of only 25% in M2.\u003c/p\u003e\n\u003cp\u003e5.\u0026nbsp; \u0026nbsp;\u0026nbsp;M2 improved the resistance of the asphalt mixture by 22% for the rutting deformation, 20% for the abrasion resistance, and 1% for the index of retained strength. However, it negatively affected the temperature susceptibility of mixture M2, making it more temperature susceptible by 18%.\u003c/p\u003e"},{"header":"Recommendations","content":"\u003cp\u003eHighway construction is an ongoing and essential requirement, making the replacement primary components in highway mixtures with waste construction materials a sustainable and environmentally beneficial goal. This research demonstrates and recommends the utilization of waste concrete and porcelain aggregates in highway construction.\u003c/p\u003e \u003cp\u003eFurther tests, particularly on the rheological properties of bitumen through bending beam rheometer and dynamic shear rheometer tests, are recommended to better understand the role of waste porcelain and recycled concrete aggregates as modifiers for pavement mixtures.\u003c/p\u003e"},{"header":"Declarations","content":"\u003cp\u003e\u003cstrong\u003eConflict of Interest\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe authors do not have any conflicts of interest to declare.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eDeclaration of Generative AI and AI-assisted technologies in the writing process\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe authors reviewed and edited the content as needed and take full responsibility for the content of the publication.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eCRediT author statement\u003c/strong\u003e\u003c/p\u003e\n\u003cul\u003e\n \u003cli\u003e\u003cstrong\u003eWalid A. Hamad:\u003c/strong\u003e Data curation, Laboratory work, \u0026nbsp;Funding acquisition, Resources, \u0026nbsp;Software and original draft preparation.\u003c/li\u003e\n \u003cli\u003e\u003cstrong\u003eGanjeena J. Khoshnaw:\u003c/strong\u003e Conceptualization, Supervision, Project administration, Investigation, Formal analysis, \u0026nbsp;review and editing.\u003c/li\u003e\n\u003c/ul\u003e\n\u003cp\u003e\u003cstrong\u003eData Statement\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe data used in this study are provided in the text and its Supporting Information.\u003c/p\u003e"},{"header":"References","content":"\u003col\u003e\n \u003cli\u003eM. Tuncan, A. Tuncan, A. Cetin, The use of waste materials in asphalt concrete mixtures, Waste Manag. Res.\u003cem\u003e\u0026nbsp;\u003c/em\u003e21 (2003) 83\u0026ndash;92. https://doi.org/10.1177/0734242X0302100202.\u003c/li\u003e\n \u003cli\u003eH. Akbulut, C. G\u0026uuml;rer, Use of aggregates produced from marble quarry waste in asphalt pavements, Build. Environ.\u003cem\u003e\u0026nbsp;\u003c/em\u003e42 (2007) 1921\u0026ndash;1930. https://doi.org/10.1016/j.buildenv.2006.03.012.\u003c/li\u003e\n \u003cli\u003eS. Paranavithana, A. Mohajerani, Effects of recycled concrete aggregates on properties of asphalt concrete, Resour. Conserv. Recy.\u003cem\u003e\u0026nbsp;\u003c/em\u003e48 (2006) 1\u0026ndash;12. https://doi.org/10.1016/j.resconrec.2005.12.009.\u003c/li\u003e\n \u003cli\u003eX. Shu, B. Huang, Recycling of waste tire rubber in asphalt and Portland cement concrete: An overview, Constr. Build. Mater.\u003cem\u003e\u0026nbsp;\u003c/em\u003e67 (2014) 217\u0026ndash;224. https://doi.org/10.1016/j.conbuildmat.2013.11.027.\u003c/li\u003e\n \u003cli\u003eY. Huang, R. Bird, O. Heidrich, Development of a life cycle assessment tool for construction and maintenance of asphalt pavements, J. Clean. 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Mater.\u003cem\u003e\u0026nbsp;\u003c/em\u003e74 (2015) 151\u0026ndash;161. https://doi.org/10.1016/j.conbuildmat.2014.10.035.\u003c/li\u003e\n \u003cli\u003eW. Andrzejuk, D. Barnat-Hunek, J. G\u0026oacute;ra, Physical properties of mineral and recycled aggregates used to mineral-asphalt mixtures, Materials (Basel)\u003cem\u003e\u0026nbsp;\u003c/em\u003e12 (2019) 3437. https://doi.org/10.3390/ma12203437.\u003c/li\u003e\n \u003cli\u003eR. Silvestre, E. Medel, A. Garc\u0026iacute;a, J. Navas, Using ceramic wastes from tile industry as a partial substitute of natural aggregates in hot mix asphalt binder courses, Constr. Build. Mater.\u003cem\u003e\u0026nbsp;\u003c/em\u003e45 (2013) 115\u0026ndash;122. https://doi.org/10.1016/j.conbuildmat.2013.03.058.\u003c/li\u003e\n \u003cli\u003eA.A. Salih, Z.M. Abed, Assessing the effect of using porcelanite on compressive strength of roller compacted concrete, J. 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Heidrich, A review of the use of recycled solid waste materials in asphalt pavements, Resour. Conserv. Recy.\u003cem\u003e\u0026nbsp;\u003c/em\u003e52 (2007) 58\u0026ndash;73. https://doi.org/10.1016/j.resconrec.2007.02.002.\u003c/li\u003e\n \u003cli\u003eF. Pacheco-Torgal, F. Colangelo, R. Tuladhar, Y. Ding, Advances in Construction and Demolition Waste Recycling: Management, Processing and Environmental Assessment, Woodhead Publishing, 2020.\u003c/li\u003e\n \u003cli\u003eJ. de Brito, F. Agrela, R.V. Silva, Construction and demolition waste, in: J. de Brito, F. Agrela (Eds.), New Trends in Eco-Efficient and Recycled Concrete, Elsevier, 2019, pp. 1\u0026ndash;22.\u003c/li\u003e\n \u003cli\u003eS. Salehi, M. Arashpour, J. Kodikara, R. Guppy, Sustainable pavement construction: A systematic literature review of environmental and economic analysis of recycled materials, J. Clean. Prod.\u003cem\u003e\u0026nbsp;\u003c/em\u003e313 (2021) 127936. https://doi.org/10.1016/j.jclepro.2021.127936.\u003c/li\u003e\n \u003cli\u003eS. Fatemi, R. Imaninasab, Performance evaluation of recycled asphalt mixtures by construction and demolition waste materials, Constr. Build. Mater.\u003cem\u003e\u0026nbsp;\u003c/em\u003e120 (2016) 450\u0026ndash;456. https://doi.org/10.1016/j.conbuildmat.2016.05.117.\u003c/li\u003e\n \u003cli\u003eM.S. Eisa, M.E. Basiouny, A.M. Youssef, Effect of using various waste materials as mineral filler on the properties of asphalt mix, Innov. Infrastruct. Solut.\u003cem\u003e\u0026nbsp;\u003c/em\u003e3 (2018) 27. https://doi.org/10.1007/s41062-018-0129-4.\u003c/li\u003e\n\u003c/ol\u003e"}],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":true,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":false,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":false,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"mechanical property, abrasion resistance, rutting resistance, porcelain waste, asphalt–concrete mixture, Marshall test","lastPublishedDoi":"10.21203/rs.3.rs-4749856/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-4749856/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eAsphalt\u0026ndash;concrete mixtures have various applications in engineering construction projects, with their performance influenced by external, internal, and environmental factors. Several studies have focused on modifying their required properties and performance. Researchers have utilized recycled concrete as an additive or replacement for natural aggregate in asphalt and cement concrete mixtures, yielding acceptable results. This research introduces another waste construction material, porcelain waste, as aggregates replacing recycled concrete aggregates in different proportions to modify the mechanical properties and durability of a binder\u0026ndash;asphalt concrete mixture. This is an additional effort to save the environment from different waste construction materials. Following the Marshall requirements, the properties of the samples with optimized quantities were investigated using wheel trucks and Bohme abrasion tests. The modified mixture exhibited an increase in bulk specific gravity by 6% to 2.24, enhanced the Marshall flow from 3.5 to 4.6 mm, and an increase in the stability by 5%, yielding the highest value of 33 kN. Subsequently, the mechanical properties and durability of the mixtures were affected with an increase in the rutting resistance. The highest abrasion resistance and service life were obtained when 25% porcelain replaced the recycled concrete aggregates, but the mixture became more temperature susceptable. Therefore, this study achieved economical, environmentally-friendly, and safe pavements.\u003c/p\u003e","manuscriptTitle":"Mechanical properties and durability of asphalt–concrete mixture modified with recycled concrete and porcelain aggregates","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2024-08-13 10:52:00","doi":"10.21203/rs.3.rs-4749856/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true}}],"origin":"","ownerIdentity":"a53d3c97-21da-43f9-bb50-681fefac0c6b","owner":[],"postedDate":"August 13th, 2024","published":true,"recentEditorialEvents":[],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[],"tags":[],"updatedAt":"2024-09-04T20:33:24+00:00","versionOfRecord":[],"versionCreatedAt":"2024-08-13 10:52:00","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-4749856","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-4749856","identity":"rs-4749856","version":["v1"]},"buildId":"qtupq5eGEP_6zYnWcrvyt","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}