Effect of intermediate principal stress on undrained behavior of saturated loose sands under monotonic shearing
XU Cheng-shun1, 2, LUAN Mao-tian1~3, HE Yang1, 2, GUO Ying1, 2, LI Mu-guo1, 2
1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 3. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
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Cite this article
XU Cheng-shun , LUAN Mao-tian , HE Yang , GUO Ying , LI Mu-guo . Effect of intermediate principal stress on undrained behavior of saturated loose sands under monotonic shearing[J]., 2006, 27(5): 689-693.