作者: Trilok Gupta , Salman Siddique , Ravi K. Sharma , Sandeep Chaudhary
DOI: 10.1016/J.CONBUILDMAT.2017.01.065
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摘要: Abstract Accumulation of the waste tire is a major problem as degradation these tires extensively difficult. The results experimental studies available for rubberized concrete provide strong recommendation use this where strength not concern. effect partial replacement fine aggregate by rubber fiber on properties subjected to elevated temperature has been evaluated in paper. A systematic investigation carried out evaluate compressive strength, mass loss, static modulus elasticity, dynamic water permeability and chloride-ion control mix (no fiber) concrete. Two types cooling, normal cooling fast have considered strength. Six levels with three exposure durations study all specimens. Microstructure analysis also investigate crack pattern bonding cement matrix.