A prediction model of vertical bearing capacity of pile foundation in permafrost region

TANG Li-yun; YANG Geng-she

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

A prediction model of vertical bearing capacity of pile foundation in permafrost region

更新时间：2026-06-25

- A prediction model of vertical bearing capacity of pile foundation in permafrost region
- Vol. 30, Issue S2, (2009)
- 作者机构：
  
  西安科技大学,西安,710054
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：21 June 2011，
  
  Published：2009
- 稿件说明：
移动端阅览
TANG Li-yun, YANG Geng-she. A prediction model of vertical bearing capacity of pile foundation in permafrost region[J]. 2009, 30(S2).
DOI：

TANG Li-yun, YANG Geng-she. A prediction model of vertical bearing capacity of pile foundation in permafrost region[J]. 2009, 30(S2). DOI：

摘要

Abstract

关键词

Keywords

references

Views

2320

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of ground temperature at a valley of Kunlun Mountain tunnel

Experimental study on vertical pullout capacity of cast-in-site pile in permafrost region

Temperature feature analysis for embankment with riprap slope protection in Qingshuihe test section of Qinghai-Tibet Railway

Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions

Effect of structure style on subgrade frozen characteristics of high-speed railway in cold regions

Related Author

WANG Xing-hua

TANG Guo-zhang

WANG Jian

TIAN Ming

ZHANG Hui

SUN Xue-xian

XU Zhao-yi

GE Jian-jun

Related Institution

School of Civil and Architectural Engineering, Central South University

The First Survey and Design Institute of China Railway

School of Civil Engineering, Lanzhou Jiaotong University

Liaoning Provincial Communications Survey & Design Institute

School of Civil Engineering and Architecture, Beijing Jiaotong University

AI问答

⁰