
Comparative Analysis and Research of Different Ways to Deal with the Soft Soil Foundation
Author(s) -
Chengchang Jia,
Wei Chen,
Ke Zhang,
Jie Yu
Publication year - 2019
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/300/2/022129
Subject(s) - pile , foundation (evidence) , settlement (finance) , geotechnical engineering , deformation (meteorology) , composite number , engineering , geology , structural engineering , computer science , geography , archaeology , oceanography , world wide web , payment , algorithm
Taking an engineering example as background, the deformation and settlement of CFG pile and artificial bored pile composite foundation under the same geological condition are analyzed by using finite difference method. The simulation results show: the same formation and pile material and compaction process, the large diameter and deep manual bored pile foundation can significantly restrain the foundation drop, the analysis results have certain reference value for similar projects.