Waleed Awadalseed1, Honghua Zhao1, Hemei Sun2, Ming Huang3, Cong Liu4,*
Journal of Renewable Materials, Vol.11, No.4, pp. 1911-1935, 2023, DOI:10.32604/jrm.2023.025100
Abstract This study examined the effects of using bagasse ash in replacement of ordinary Portland cement (OPC) in the
treatment of expansive soils. The study concentrated on the compaction characteristics, volume change, compressive strength, splitting tensile strength, microstructure, California bearing ratio (CBR) value, and shear wave velocity of expansive soils treated with cement. Different bagasse ash replacement ratios were used to create soil
samples. At varying curing times of 7, 14, and 28 days, standard compaction tests, unconfined compressive
strength tests, CBR tests, Brazilian split tensile testing, and bender element (BE) tests were carried out. According
to X-ray diffraction (XRD) investigations,… More >
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