Horizontal bearing characteristics of pile foundation in large thickness artificial fill foundation
Civil Engineering|更新时间:2026-02-18
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Horizontal bearing characteristics of pile foundation in large thickness artificial fill foundation
“The research progress in the field of thick artificial filled soil foundation piles was introduced. Experts conducted on-site tests on single pile horizontal bearing capacity and theoretical calculations using the m-method, verifying the applicability of the m-method in practical engineering and providing a scientific basis for solving the problem of horizontal bearing characteristics of pile foundations.”
Journal of Civil and Environmental EngineeringVol. 48, Issue 1, Pages: 71-79(2026)
作者机构:
1.兰州交通大学,土木工程学院,兰州730070
2.兰州交通大学,道桥工程灾害防治技术国家地方联合工程实验室,兰州730070
作者简介:
LIU Deren (1978- ), professor, PhD, main research interests: geotechnical engineering and special soil and cold region engineering, E-mail: liuderen@mail.lzjtu.cn.
基金信息:
National Natural Science Foundation of China(51868038);Basic Research Innovation Group Project of Gansu Province(21JR7RA347)
LIU Deren,FEI Yan,AN Zhengshan,et al.Horizontal bearing characteristics of pile foundation in large thickness artificial fill foundation[J].Journal of Civil and Environmental Engineering,2026,48(01):71-79.
LIU Deren,FEI Yan,AN Zhengshan,et al.Horizontal bearing characteristics of pile foundation in large thickness artificial fill foundation[J].Journal of Civil and Environmental Engineering,2026,48(01):71-79. DOI: 10.11835/j.issn.2096-6717.2023.133.
Horizontal bearing characteristics of pile foundation in large thickness artificial fill foundation