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Swelling model study of expansive soil at K-0 and triaxial stress stateEI北大核心CSCD
作者单位:1.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China;2.China Univ Geosci, Minist Educ, Gorges Res Ctr Geohazard 3, Wuhan 430074, Hubei, Peoples R China;3.Wuhan Geotech Engn & Surveying Co Ltd, Wuhan 430022, Hubei, Peoples R China;
基金项目:National Natural Science Foundation of China [41572286, 41202199];National Natural Science Foundation of Hubei Province [2015CFB247];China Postdoctoral Science Foundation [2013M542098]
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