Study of vertical bearing capacity of spudcan foundations
considering strain-softening effect of structured clay
JIAO Yu-qi1, HE Lin-lin1, 2, 3, LIANG Yue1, 2, 3, LIU Xu-fei4
1. Hohai College, Chongqing Jiaotong University, Chongqing 400074, China;
2. National Engineering Research Center for Inland River Channel Regulation, Chongqing Jiaotong University, Chongqing 400074, China;
3. Key Laboratory of Education Ministry of Water Conservancy and Water Transportation Engineering, Chongqing Jiaotong University, Chongqing 400074, China;
4. Hydraulic and Environment Engineering College, Zhejiang University of Water Resources and Electric Power, Hangzhou, Zhejiang 310018, China
This work was supported by the National Natural Science Foundation of China (51709138), the Basic and Frontier Research Science Foundation of Chongqing (cstc2018jcyjAX0559), the Tianjin Natural Science Foundation (16JCQNJC07300) and the Postdoctoral Research Project of Chongqing) (Xm2017188).
JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations
considering strain-softening effect of structured clay[J].Rock and Soil Mechanics, 2022, 43(5): 1374-1382.