Acknowledgements. The authors would like to express their great appreciation for funding provided by the “National Natural Science Foundation of China (11672216, 11602183).
机构署名：
本校为第一且通讯机构
院系归属：
土木工程与建筑学院
摘要：
This paper aims to investigate the compression and pore characteristics of underlying stratum in landfill. Batch tests were conducted to measure the compressibility as well as the pore, mineral, and microstructure characteristics of the undisturbed loess polluted by landfill leachate under different concentrations. Results show that the compressibility and compressive deformation of undisturbed soil increased as the landfill leachate concentrations increased. The reduction range of the void ratio was from 22.1% to 30.8%. The leachate pollution ...
