The effects of shaft mud cake and bottom sediment on bearing capacity of bored pile are simulated by using FEM software. Based on the calculated results of single pile bearing capacity under the conditions of different thicknesses and elastic moduli of bottom sediment
the effect rule of sediment on bearing capacity of bored pile is studied. The calculated results show that the effect of thickness of bottom sediment on bearing capacity is threshold and no more obvious than the elastic modulus when the thickness of sediment is over 300 mm.The effects of height and strength of mud cake on bearing capacity of bored pile are calculated by considering the effect of mud cake strength taken place of shaft friction deduction coefficient of shaft mud cake; and the results show that the main effect factor of mud cake on bearing capacity of bored pile is height of mud cake around pile shaft.
Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Investigation of the influence of interaction of wraparound geogrid-sand on load bearing-settlement behavior of strip footing
Relationship between particle micro and macro mechanical parameters of parallel-bond model
Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope
Related Author
PENG Fang-le
GAO Wei
KIYOSUMI Makoto
OHUCHI Masatoshi
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
Related Institution
Department of Geotechnical Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Technical Development Division, Shiraishi Corporation
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC