Optimal design of deep-mixing pile composite foundation

YANG Lei; HE Wei-min; ZHOU Yang; ZHANG Qing-ming

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Optimal design of deep-mixing pile composite foundation

更新时间：2026-06-25

- Optimal design of deep-mixing pile composite foundation
- Vol. 31, Issue 8, (2010)
- 作者机构：
  
  1. 黄河水利委员会黄河水利科学研究院,郑州,450003
  2. 中国地震局地球物理勘探中心,郑州,450002
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473.1+2
- Online First：30 August 2010，
  
  Published：2010
- 稿件说明：
移动端阅览
YANG Lei, HE Wei-min, ZHOU Yang, et al. Optimal design of deep-mixing pile composite foundation[J]. 2010, 31(8).
DOI：

YANG Lei, HE Wei-min, ZHOU Yang, et al. Optimal design of deep-mixing pile composite foundation[J]. 2010, 31(8). DOI：

摘要

Abstract

关键词

Keywords

references

Views

3234

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of method for determining bearing capacity of composite foundation by in-situ loading test

Numerical analyses of composite foundation of geosynthetic-encased stone columns subjected to vertical loading

Study of bearing capacity of weightless foundation under local shear failure mode

Comparison experimental research on work behavior of composite foundation with column and tapered piles under cyclic loadings

Experimental study on the definition and evolution characteristics of unfrozen water retention states in frozen clay

Related Author

ZHANG Lei

CHEN Jian-feng

TONG Zhen-mei

LIU Jun-xiu

FENG Shou-zhong

YANG Yang

LU Kun-lin

ZHU Da-yong

Related Institution

Department of Civil Engineering, Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology

Department of Geotechnical Engineering, Tongji University

Wuhan Guangyi Engineering Consultation Co., Ltd.

School of Civil and Hydraulic Engineering, Hefei University of Technology

College of Civil Engineering, Hunan University of Technology

AI问答

⁰