Site Monitoring of a Tunnel Opening—Introducing the Site Monitoring Technique of Tunnel opening in Japan—

Wu Yu-shan

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Site Monitoring of a Tunnel Opening—Introducing the Site Monitoring Technique of Tunnel opening in Japan—

更新时间：2026-06-25

- Site Monitoring of a Tunnel Opening—Introducing the Site Monitoring Technique of Tunnel opening in Japan—
- Vol. 3, Issue 1, (1982)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Online First：10 March 2017，
  
  Published：1982
- 稿件说明：
移动端阅览
Wu Yu-shan. Site Monitoring of a Tunnel Opening—Introducing the Site Monitoring Technique of Tunnel opening in Japan—[J]. 1982, 3(1).
DOI：

Wu Yu-shan. Site Monitoring of a Tunnel Opening—Introducing the Site Monitoring Technique of Tunnel opening in Japan—[J]. 1982, 3(1). DOI：

摘要

基于《NATM》原理的隧洞施工方法正在我国试点并逐步推广

在以“新奥法”施工的地下洞室中

观测工作是一个重要的组成部分.但在我国

地下洞室的现场观测还是一个薄弱环节.作者在本文中简单地综述了《NATM》的基本思想和指导原则;阐述了现场观测的意义

比较全面地列举了现场观测的内容

介绍了日本“名盐”隧道的观测结果

在文中还着重介绍了日本神户大学教授樱井春辅提出的用“应变”做为破坏准则的“直接应变控制法”来评价洞室稳定性的方法.

Abstract

The tunnel construction method based on “NATM” principle is tried and has been spread out gradually in china . It is important to monitor the tunnel opening during the construction with “NATM”

which is still a weak link in china. This paper briefly sums up the basic conception and direction principle of “NATM”

and it also expounds of significance and main contents of site monitoring. Furthermore

there gives an example to explain the results of monitoring at the tunnel of “Mine Yen” in Japan. The method of so called “Direct-strain-control” which was proposed by Prof. Shunsuke Sakurai of Kobe university in Japan introduced emphatically in this paper. This method considers the strain as a failure criterion to evaluate the stability of tunnel opening.

关键词

Keywords

references

Views

247

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Features and stability analysis of rainfall-induced colluvial landslides

The Technical Indexes and Use of the 82-01C Type Rock Ultrasonic shear-wave Transducers

A Model Study of Structural-mechanical Effect of Rock Blocks

INTRODUCTION OF TYPE CBS 2 DIGITAL INDICATING INSTRUMENT FOR DISPLACEMENT MEASUREMENT

SOME PROBLEMS CONCERNING DEFORMATION FAILURE AND STRENGTH OF CLAYS

Related Author

XU Hai-bin

XU Xi-chang

CHEN Shan-xiong

Liu Ke

Cai Zhongli

Zhang Lijun

Zhou Yu

Peng Guangzhong

Related Institution

Institute of Rock & Soil Mechanics, Chinese Academy of Sciences

College of Civil Engineering and Mechanics, Huazhong University of Science and Technology

Institute of Rock and soil Mechanics, Academia Sinica Wuhan

Institute Rock and Soil Mechanics, Academia SinicaWuhan

Faculty of Construction Management and Real Estate, Chongqing University

AI问答

⁰