References
- Bignozzi, M.C., and Sandrolini, F, 2006. Tyre rubber waste recycling in self-compacting concrete. Cement and Concrete Research, 36 (4), 735–739. doi: 10.1016/j.cemconres.2005.12.011
- Chen, X., et al., 2017a. Effect of loading frequency and stress level on low cycle fatigue behavior of plain concrete in direct tension. Construction and Building Materials, 133, 367–375. doi: 10.1016/j.conbuildmat.2016.12.085
- Chen, X., Bu, J., and Xu, L, 2017b. Experimental study on cyclic tensile behavior of concrete under high stress level. ACI Materials Journal, 114 (5), 775–781. doi: 10.14359/51700796
- Elahi, A., et al., 2010. Mechanical and durability properties of high performance concretes containing supplementary cementitious materials. Construction and Building Materials, 24 (3), 292–299. doi: 10.1016/j.conbuildmat.2009.08.045
- Ganesan, N., Raj, J.B., and Shashikala, A.P, 2013. Flexural fatigue behavior of self-compacting rubberized concrete. Construction and Building Materials, 44 (44), 7–14. doi: 10.1016/j.conbuildmat.2013.02.077
- Gupta, T., Sharma, R.K., and Chaudhary, S, 2015. Influence of waste tyre fibers on strength, abrasion resistance and carbonation of concrete. Scientia Iranica, 22 (4), 1481–1489.
- Kennedy, J.B., and Neville, A.M, 1986. Basic statistical methods for engineers and scientists. New York, NY, USA: Dun-Donnelley Publishers, 125–128.
- Ling, T.C., and Poon, C.S, 2011. Properties of architectural mortar prepared with recycled glass with different particle sizes. Materials and Design, 32 (5), 2675–2684. doi: 10.1016/j.matdes.2011.01.011
- Ling, T.C., Poon, C.S., and Kou, S.C, 2011. Feasibility of using recycled glass in architectural cement mortars. Cement and Concrete Composites, 33 (8), 848–854. doi: 10.1016/j.cemconcomp.2011.05.006
- Ling, T.C., Poon, C.S., and Kou, S.C, 2012. Influence of recycled glass content and curing conditions on the properties of self-compacting concrete after exposure to elevated temperatures. Cement and Concrete Composites, 34 (2), 265–272. doi: 10.1016/j.cemconcomp.2011.08.010
- Mohammadi, Y., and Kaushik, S.K, 2005. Flexural fatigue-life distributions of plain and fibrous concrete at various stress levels. journal of materials in civil engineering. ASCE, 17 (6), 650–658.
- Naito, C.J., et al., 2014. Assessment of crumb rubber concrete for flexural structural members. Journal of Materials in Civil Engineering, 26 (10), 554–555. doi: 10.1061/(ASCE)MT.1943-5533.0000986
- Nor, H.M., Lim, S.K., and Ling, T.C, 2010. Using recycled waste tyres in concrete paving blocks. Waste and Resource Management, 163 (1), 37–45.
- Oh, B.H, 1986. Fatigue Analysis of Plain Concrete in Flexure. Journal of Structural Engineering, 112 (2), 273–288. doi: 10.1061/(ASCE)0733-9445(1986)112:2(273)
- Oh, B.H, 1991. Fatigue life distributions of concrete for various stress levels. ACI Materials Journal, 88 (2), 122–128.
- Shi, X.P., Fwa, T.F., and Tan, S.A, 1993. Flexural fatigue strength of plain concrete. ACI Material Journal, 90 (5), 435–440.
- Sibal, A., Das, A., and Pandey, B.B, 2000. Flexural fatigue characteristics of asphalt concrete with crumb rubber. International Journal of Pavement Engineering, 1 (2), 119–132. doi: 10.1080/10298430008901701
- Singh, S.P., and Kaushik, S.K, 2000. Flexural fatigue life distributions and failure probability of steel fibrous concrete. ACI Materials Journal, 97 (6), 658–667.
- Sukontasukkul, P., and Chaikaew, C, 2006. Properties of concrete pedestrian block mixed with crumb rubber. Construction and Building Materials, 20 (7), 450–457. doi: 10.1016/j.conbuildmat.2005.01.040
- Topçu, I.B., and Bilir, T, 2009. Experimental investigation of some fresh and hardened properties of rubberized self-compacting concrete. Materials and Design, 30 (8), 3056–3065. doi: 10.1016/j.matdes.2008.12.011
- Toutanji, H.A, 1996. The use of rubber tire particles in concrete to replace mineral aggregates. Cement and Concrete Composites, 18 (2), 135–139. doi: 10.1016/0958-9465(95)00010-0
- Turatsinze, A., Bonnet, S., and Granju, J.L, 2005. Mechanical characterization of cement-based mortar incorporating rubber aggregates from recycled worn tires. Building and Environment, 40 (2), 221–226. doi: 10.1016/j.buildenv.2004.05.012
- Turatsinze, A., Measson, M., and Faure, J. P, 2018. Rubberised concrete: From laboratory findings to field experiment validation. International Journal of Pavement Engineering, 19 (10), 883–892. doi: 10.1080/10298436.2016.1215688
- Wirsching, P.H., and Yao, J.T.P, 1970. Statistical methods in structural fatigue. Journal of Structural Division, 100 (6), 1201–1219.
- Wirsching, P.H., and Yao, J.T.P, 1982. Fatigue reliability: introduction. Journal of Structural Division, ST1 (108), 3–23.
- Wong, S.F., and Ting, S.K, 2009. Use of recycled rubber tires in normal and high-strength concretes. ACI Materials Journal, 106 (4), 325–332.
- Wu, S., Han, J., and Wang, H, 2009. Research on fatigue resistance performance of nano-rubber powder modified Asphalt. International Journal of Pavement Engineering, 2 (5), 227–230.
- Xiao, F., and Amirkhanian, S.N, 2009. Laboratory investigation of moisture damage in rubberised asphalt mixtures containing reclaimed asphalt pavement. International Journal of Pavement Engineering, 10 (5), 319–328. doi: 10.1080/10298430802169432
- Yehia, S., et al., 2016. Mechanical and durability evaluation of fiber-reinforced self-compacting concrete. Construction and Building Materials, 121, 120–33. doi: 10.1016/j.conbuildmat.2016.05.127
- Zheng, L., Huo, X.S., and Yuan, Y, 2008. Strength, modulus of elasticity, and brittleness index of rubberized concrete. Journal of Materials in Civil Engineering, 20 (11), 692–699. doi: 10.1061/(ASCE)0899-1561(2008)20:11(692)