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Stabilization Mechanism of Calcium Lignosulphonate Used in Expansion Sensitive Soil 被引量:2
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作者 WU Dajiang SHE Weil +4 位作者 WEI Luansu ZUO Wenqiang' HU Xiangyu HONG Jinxiang MIAO Changwen 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2020年第5期847-855,共9页
A series of tests were performed to investigate the macroscopic properties and the stabilization mechanism of calcium lignosulphonate modified expansive soil.Compared with natural soil,soil modified by 4%calcium ligno... A series of tests were performed to investigate the macroscopic properties and the stabilization mechanism of calcium lignosulphonate modified expansive soil.Compared with natural soil,soil modified by 4%calcium lignosulphonate showed 56.5%increased 28 days unconfined compressive strength and 23.8%decreased free expansion rate.The X-ray diffraction analysis results indicate the existence of cation exchange and the reduction of montmorillonite interplanar spacing.The X-computed tomography results demonstrate that calcium lignosulphonate decreased the porosity and optimized the pore distribution.The calcium lignosulphonate also increased the stability of the suspension system according to the Zeta potential results.Moreover,the results of rheological tests show that the moderate amount of calcium lignosulphonate enhanced the yield stress and the plastic viscosity,proving the formation of a strong connection between soil particles. 展开更多
关键词 calcium lignosulphonate expansive soil mechanical characteristic stabilization mechanism
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