Evaluation of the optimum value of lightweight expanded clay aggregate incorporation into the roller-compacted concrete pavement through experimental measurement of mechanical and thermal properties

References

• Abed, Z.M., and Salih, A.A., 2017. Effect of using lightweight aggregate on properties of roller-compacted concrete. ACI Materials Journal, 114 (4), 517.
   Web of Science ®Google Scholar
• ACI 325.10R., 2001. American concrete institute roller compacted concrete pavements ACI 325.10R (2001).
   Google Scholar
• American Concrete Pavement Association (ACPA)., 2001. Construction of Portland cement concrete pavements. Training Course 131033. National Highway Institute, Arlington, VA.
   Google Scholar
• Asadi, I., et al., 2018. Thermal conductivity of concrete–A review. Journal of Building Engineering, 20, 81–93.
   Web of Science ®Google Scholar
• ASTM, C., 1435/C1435M-08., 2003. Standard practice for molding roller-compacted concrete in cylinder molds using a vibrating hammer. Annual book of ASTM Standards. Philadelphia, PA, USA: American Society for Testing and Materials.
   Google Scholar
• ASTM, C., 2004. 496, Standard test method for splitting tensile strength of cylindrical concrete specimens. United States: ASTM International.
   Google Scholar
• ASTM, C., 2010a. 1170, Standard Test method for determining consistency and density of roller-compacted concrete using a vibrating table, United States: ASTM International.
   Google Scholar
• ASTM, C., 2010b. 78, Standard test method for flexural strength of concrete (Using Simple Beam with Third-Point Loading). United States: ASTM International.
   Google Scholar
• ASTM, C.330., 2009. Standard specification for lightweight aggregates for structural concrete. Annual book of ASTM standards, ASTM, West Conshohocken, Pennsylvania.
   Google Scholar
• ASTM C39., 2005. Standard test method for compressive strength of cylindrical concrete specimens.
   Google Scholar
• ASTM, C 642-06., 2006. Standard test method for density, absorption, and voids in hardened concrete. Annual book for ASTM Standards. American Society for Testing and Materials.
   Google Scholar
• ASTM, D 1557., 2012. Standard test method for laboratory compaction characteristics of soil using modified effort.
   Google Scholar
• Balan, L.A., Anupam, B.R., and Sharma, S., 2021. Thermal and mechanical performance of cool concrete pavements containing waste glass. Construction and Building Materials, 290, 123238.
   Web of Science ®Google Scholar
• Bastos, A.M., Hipólito, S., and Melo, A.F., 2005. Methodology for the design of lightweight concrete with expanded clay aggregates. The Masonry Society Journal, 73–84.
   Google Scholar
• Bogas, J.A., and Rita, N., 2014. Tensile strength of structural expanded clay lightweight concrete subjected to different curing conditions. KSCE J. Civ. Eng, 18 (6), 1780–1791.
   Web of Science ®Google Scholar
• Calverley, M.A.A., 1977. The design of British airports authority pavements, international conference on concrete pavement design.
   Google Scholar
• Castro, J., Bentz, D., and Weiss, J., 2011. Effect of sample conditioning on the water absorption of concrete. Cement and Concrete Composites, 33 (8), 805–813.
   Web of Science ®Google Scholar
• CEB-FIP., 1989. Diagnosis and assessment of concrete structures – state of art report. CEB Bull, 192, 83–85.
   Google Scholar
• Chen, J., Wang, H., and Xie, P., 2019. Pavement temperature prediction: theoretical models and critical affecting factors. Applied Thermal Engineering, 158, 113755.
   Web of Science ®Google Scholar
• Chen, J.Q., Wang, H., and Zhu, H., 2017. Analytical approach for evaluating temperature field of thermal modified asphalt pavement and urban heat island effect. Appl. Therm. Eng, 113, 739–748.
   Web of Science ®Google Scholar
• Chintakunta, S.R., 2007. Sensitivity of thermal properties of pavement materials using mechanistic-empirical pavement design guide. Ames, IA: Iowa State University.
   Google Scholar
• Dehdezi, P.K., 2014. Impact of concrete thermophysical properties on pavement structural design. Journal of Materials in Civil Engineering, 26 (7), 04014018.
   Web of Science ®Google Scholar
• Delatte, N.J., 2014. Concrete pavement design, construction, and performance. Florida, USA: Crc Press.
   Google Scholar
• Department of Transport., 1976. Specification for road and bridge works. London: H.M. Stationery Office, 69–70.
   Google Scholar
• Duan, L., and Chen, W.F., 2000. Bridge engineering handbook. Florida, USA: CRC press.
   Google Scholar
• Fardin, H.E., and Santos, A.G.D., 2020. Roller compacted concrete with recycled concrete aggregate for paving bases. Sustainability, 12 (8), 3154.
   Web of Science ®Google Scholar
• Harrington, D., et al., 2010. Guide for roller-compacted concrete pavements (No. Item Code: SN298). National Concrete Pavement Technology Center, Iowa State University. Ames, IA: Portland Cement Association.
   Google Scholar
• Hashemi, M., et al., 2020. The effect of superplasticizer admixture on the engineering characteristics of roller-compacted concrete pavement. International Journal of Pavement Engineering, 1–16. https://doi.org/10.1080/10298436.2020.1858483.
   Web of Science ®Google Scholar
• Hassn, A., et al., 2016. Effect of air voids content on thermal properties of asphalt mixtures. Construction and Building Materials, 115, 327–335.
   Web of Science ®Google Scholar
• Heydinger, A.G., 2003. Monitoring seasonal instrumentation and modeling climatic effect on pavements at the Ohio/ SHRP Test Road, FHWA/HO-2003/018.
   Google Scholar
• Hoff, I., and Arnstein, W., 2019. Design of roads using frost insulation materials - case study new E6 in Hedmark, Norway.
   Google Scholar
• Holm, T.A., and Bremner, T. W., 2000. State-of-the-art report on high-strength, high-durability structural low-density concrete for applications in severe marine environments. US Army Corps of Engineers, Engineer Research and Development Center.
   Google Scholar
• Hu, J., Wang, K., and Ge, Z., 2012. Study of concrete thermal properties for sustainable pavement design. Journal of Sustainable Cement-Based Materials, 1 (3), 126–137.
   Google Scholar
• Huang, Y.H., 2004. Pavement analysis and design (2nd ed.). Upper Saddle River, NJ: Prentice Hall Inc.
   Google Scholar
• Khan, M., 2002. Factors affecting the thermal properties of concrete and applicability of its prediction models. Building and Environment, 37 (6), 607–614.
   Web of Science ®Google Scholar
• Khayat, K.H., and Libre, P.N.A., 2014. Roller compacted concrete pavement: field evaluation and mixture optimization (No. NUTC R363).
   Google Scholar
• Koa, I.K., 2019. Calibration and development of a numerical method for frost protection. NTNU.
   Google Scholar
• Lane, D.S., 1998. Evaluation of concrete characteristics for rigid pavements (No. VTRC-98-R24). Virginia Transportation Research Council.
   Google Scholar
• Ledbetter, W.B., et al., 1966. Critical mechanical properties of structural lightweight concrete and their effects on pavement design. Highway Research Record, (112).
   Google Scholar
• Liu, H, et al., 2014. Research on roller compacted concrete graduation with vibration liquefaction. Advanced Materials Research, 857, 166–172.
   Google Scholar
• Lopez, M., Kahn, L.F., and Kurtis, K.E., 2010. High-strength self-curing low-shrinkage concrete for pavement applications. International Journal of Pavement Engineering, 11 (5), 333–342.
   Web of Science ®Google Scholar
• Lorenzi, A., et al., 2015. Application of ultrasonic pulse velocity to detect concrete flaws. E-Journal of Nondestructive Testing and Ultrasonics, 11, 18430.
   Google Scholar
• Maghfouri, M., et al., 2022. Drying shrinkage properties of expanded polystyrene (EPS) lightweight aggregate concrete: A review. Case Studies in Construction Materials, 16, e00919.
   Google Scholar
• Maghsoudi, A.A., Mohamadpour, S.H., and Maghsoudi, M., 2011. Mix design and mechanical properties of selfcompacting lightweight concrete. International Journal of Civil Engineering, 9 (3), 230–236.
   Web of Science ®Google Scholar
• Mahmud, H.B., Shafigh, P., and Jumaat, M.Z., 2013. Development of green high strength lightweight concrete in Malaysia. In: S. Yazdani and A. Singh, eds. New development in structural engineering and construction, ISEC-7, Honolulu: University of Hawaii at Manoa, 18–23.
   Google Scholar
• Mehta, P.K., and Monteiro, P.J., 2017. Concrete: microstructure, properties, and materials. McGraw-Hill Publishing.
   Google Scholar
• Mouli, M., and Khelafi, H., 2008. Performance characteristics of lightweight aggregate concrete containing natural pozzolan. Building and Environment, 43 (1), 31–36.
   Web of Science ®Google Scholar
• Neville, A.M., and Brooks, JJ., 2008. Concrete technology. Petaling Jaya, Selangor, Malaysia: Prentice Hall.
   Google Scholar
• Newman, J., and Owens, P., 2003. Properties of lightweight concrete. Advanced Concrete Technology, 3, 1–29.
   Google Scholar
• Othuman, M.A., and Wang, Y., 2011. Elevated-temperature thermal properties of lightweight foamed concrete. Construction and Building Materials, 25 (2), 705–716.
   Web of Science ®Google Scholar
• Pancar, E.B., and Akpınar, M.V., 2016. Temperature reduction of concrete pavement using glass bead materials. International Journal of Concrete Structures and Materials, 10 (1), 39–46.
   Web of Science ®Google Scholar
• Panzera, T.H., et al., 2011. Ultrasonic pulse velocity evaluation of cementitious materials. São João Del Rei: INTECH Open Access Publisher.
   Google Scholar
• Rahman, S.S., and Khattak, M.J., 2021. Roller compacted geopolymer concrete using recycled concrete aggregate. Construction and Building Materials, 283, 122624.
   Web of Science ®Google Scholar
• Rashad, A.M., 2005. Mitigating the elevated temperature effects and predicting the residual strength of loaded RC short columns. PhD Thesis, Cairo University, Faculty of Engineering.
   Google Scholar
• Real, S., et al., 2016. Contribution of structural lightweight aggregate concrete to the reduction of thermal bridging effect in buildings. Construction and Building Materials, 121, 460–470.
   Web of Science ®Google Scholar
• Rieksts, K., etal (2019). In situ thermal performance of lightweight aggregates expanded clay and foam glass in road structures. In: J.-P. Bilodeau, et al., eds. Cold regions Engineering 2019. Reston, VA: American Society of Civil Engineers, 440–446.
   Google Scholar
• Sarkar, S.L., 1999. Durability of lightweight aggregate pavement. Concrete International, 21 (5), 32–36.
   Google Scholar
• Shafigh, P., et al., 2018. A comparison study of the fresh and hardened properties of normal weight and lightweight aggregate concretes. Journal of Building Engineering, 15, 252–260.
   Web of Science ®Google Scholar
• Shafigh, P., Jumaat, M.Z., and Mahmud, H., 2010. Mix design and mechanical properties of oil palm shell lightweight aggregate concrete: a review. International Journal of the Physical Sciences, 5 (14), 2127–2134.
   Web of Science ®Google Scholar
• Shebannavar, H., Maneeth, P. D., and Brijbhushan, S., 2015. Comparative study of LECA as a complete replacement of coarse aggregate by ACI method with equivalent likeness of strength of is method. International Research Journal of Engineering and Technology (IRJET), 2 (8), 589–594.
   Google Scholar
• Siddika, A., et al., 2021. Waste glass in cement and geopolymer concretes: A review on durability and challenges. Polymers, 13 (13), 2071.
   PubMed Web of Science ®Google Scholar
• Standard, I., 1992. Non-destructive testing of concrete, Part 1: ultrasonic pulse velocity. Bureau of Indian Standard, New Delhi.
   Google Scholar
• Vahedifard, F., Nili, M., and Meehan, C.L., 2010. Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement. Construction and Building Materials, 24 (12), 2528–2535.
   Web of Science ®Google Scholar
• Vishalakshi, K.P., Revathi, V., and Reddy, S.S., 2018. Effect of type of coarse aggregate on the strength properties and fracture energy of normal and high strength concrete. Engineering Fracture Mechanics, 194, 52–60.
   Web of Science ®Google Scholar
• Waller, V., De Larrard, F., and Roussel, P., 1996. Modelling the temperature rise in massive HPC structures. in 4th International Symposium on Utilization of High-Strength/High-Performance Concrete. RILEM SARL Paris.
   Google Scholar
• Youm, K-S, et al., 2016. Experimental study on strength and durability of lightweight aggregate concrete containing silica fume. Construct. Build. Mater, 114, 517–527.
   Web of Science ®Google Scholar
• Yun, T.S., et al., 2013. Evaluation of thermal conductivity for thermally insulated concretes. Energy and Buildings, 61, 125–132.
   Web of Science ®Google Scholar