Analysis of consolidation properties of rigid pile composite foundation based on modified equal strain assumption
LANG Rui-qing1, YANG Ai-wu1, 2, YAN Shu-wang3
1. Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian University, Tianjin 300384, China;
2. College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China;
3. School of Civil Engineering, Tianjin Chengjian University, Tianjin 300384, China
This work was supported by the Natural Science Foundation of Tianjin, China(19JCQNJC06900, 19JCZDJC39700) and the National Natural Science Foundation of China(51978440).
LANG Rui-qing, YANG Ai-wu, YAN Shu-wang, . Analysis of consolidation properties of rigid pile composite foundation based on modified equal strain assumption[J].Rock and Soil Mechanics, 2020, 41(3): 813-822.