Experimental research of technology and timbering technique for plateau permafrost tunnel

JIANG Yi-yuan; WANG Xing-hua

doi:10.16285/j.rsm.2006.08.022

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Experimental research of technology and timbering technique for plateau permafrost tunnel

更新时间：2026-06-25

- Experimental research of technology and timbering technique for plateau permafrost tunnel
- Issue 8, Pages: 1339-1343(2006)
- 作者机构：
  
  1. 中南大学土建学院
  2. 中南大学土建学院,长沙,410075
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2006.08.022
  CLC： U455.7
- Published：2006
- 稿件说明：
移动端阅览
[1]江亦元,王星华.高原冻土隧道支护技术及工艺试验研究[J].岩土力学,2006(08):1339-1343.

JIANG Yi-yuan, WANG Xing-hua. Experimental research of technology and timbering technique for plateau permafrost tunnel[J]. 2006, (8): 1339-1343.
[1]江亦元,王星华.高原冻土隧道支护技术及工艺试验研究[J].岩土力学,2006(08):1339-1343. DOI： 10.16285/j.rsm.2006.08.022.

JIANG Yi-yuan, WANG Xing-hua. Experimental research of technology and timbering technique for plateau permafrost tunnel[J]. 2006, (8): 1339-1343. DOI： 10.16285/j.rsm.2006.08.022.

摘要

昆仑山隧道是青藏铁路550 km连续多年冻土区最长的高原冻土隧道。在高寒缺氧、低气压地区修建铁路隧道所遇到的是全新的技术难题。室内和现场试验及施工结果表明:在多年冻土隧道施工中采用湿喷混凝土支护

使混凝土与冻土围岩黏结牢固

并能保证支护混凝土的质量

证明湿喷混凝土支护在高原多年冻土区隧道施工中是可行的。

Abstract

The Kunlunshan Tunnel is the longest tunnel of Qinghai-Tibet Railway on 550km continuous permafrost.It is the new technical problems met with during construction of tunnel in the area of plateau

cold and low atmospheric pressure.The result of the indoor and field experiments and construction practice showed that when wet concrete shot technology has been used in construction of permafrost tunnel

shot concrete could be felt with frozen wall rock firm and the timbering quality of the tunnel could be assured.It has been proved that wet shot concrete could be used in the construction of tunnel in plateau permafrost.

关键词

Keywords

references

Views

250

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Experimental research of technology and timbering technique for plateau permafrost tunnel

Study of effect of cracking orientation on tunnel stability

Research on detection technology for deep tunnel surrounding rock loose circle and numerical simulation analysis

Study of section optimization for high geostress soft rock tunnel considering rheological effect

A new method of laser convergence monitoring and its precision assessment

Related Author

JIANG Yi-yuan

WANG Xing-hua

LI Yuan-xin

ZHU Zhe-ming

LIU Kai

FAN Jun-li

XU Kun

WANG Zhi-jie

Related Institution

School of Architecture and Environment, Sichuan University

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechancis, Chinese Academy of Sciences

Geotechnical & Structural Engineering Research Center, Shandong University

State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy of Sciences

Central Southern China Electric Power Design Institute of China Power Engineering Consulting Group Corporation

AI问答

⁰