Analysis of one-dimensional consolidation behavior of soils under low-frequency cyclic loading
Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure
Analytical solution for one-dimensional consolidation of soft soils under a partially permeable boundary condition and a time-dependent loading considering the threshold hydraulic gradient
Analytical solution for one-dimensional consolidation of saturated clay considering partial drainage boundary under non-isothermal distribution condition
Analysis of the horizontal vibration of an end-bearing pile embedded in a transversely isotropic soil
Related Author
GUAN Shan-hai
XIE Kang-he
HU An-feng
MENG Yu-han
CHEN Zheng
FENG Jian-xue
LI Hong-po
MEI Guo-xiong
Related Institution
Institute of Geotechnical Engineering, Zhejiang University
Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University
Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University
College of Civil Engineering and Architecture, Guangxi University
Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education, Wuhan University