Based on researching the collapse cause of an industrial building
it is concluded that the main cause is pile foundation’s lateral displacement induced by soil pressure
which is transferred to pile body due to soil arching action between piles. The accident proves that the soil arching action indeed exists between piles. Furthermore
three-dimensional numerical model is established to explore soil arching action of passive piles; the comparison is made for the differences of soil arching action between three dimension and two dimension; the rule is drawn for soil arching action of passive pile under different pile spaces and different loads; and the variation rule of soil arching action with time is explored.
Soil lateral mode and numerical analysis of pile foundataion subjected to adjacent surcharge loads
Numerical analysis of soil arching effects in displaced passive piles considering lateral soil movements
Numerical analysis of soil arching effects in passive piles
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Relationship between particle micro and macro mechanical parameters of parallel-bond model
Related Author
LI Zhong-cheng
ZHU Xiao-jun
CHEN Fu-quan
HOU Yong-feng
LIU Yu-chuan
ZHANG Jian-xun
CHEN Fu-quan
JIAN Hong-yu
Related Institution
Shen-Yuan Geotechnical Engineering Co. Ltd., Shanghai Xiandai Architectural Design Group
School of Civil Engineering, Fuzhou University
School of Civil Engineering & Architecture, Beijing Jiaotong University
Fujian University of Technology
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University