Application of direct displacement inverse analysis to rock mass parameters of caverns

JIA Chao; LIU Ning; XIAO Shu-fang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Application of direct displacement inverse analysis to rock mass parameters of caverns

更新时间：2026-06-25

- Application of direct displacement inverse analysis to rock mass parameters of caverns
- Vol. 24, Issue 3, (2003)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU45
- Online First：16 October 2016，
  
  Published：2003
- 稿件说明：
移动端阅览
JIA Chao, LIU Ning, XIAO Shu-fang. Application of direct displacement inverse analysis to rock mass parameters of caverns[J]. 2003, 24(3).
DOI：

JIA Chao, LIU Ning, XIAO Shu-fang. Application of direct displacement inverse analysis to rock mass parameters of caverns[J]. 2003, 24(3). DOI：

摘要

岩体的某些参数，如弹性模量、强度参数等，对地下洞室的施工和设计具有极其重要的作用。直接进行这些参数的现场测量势必要耗费大量的物资和精力，但结果不一定令人满意。在这种背景下，位移反分析的工程应用具有很重要的理论和实用价值，它克服了直接测量岩体参数所带来的弊端，仅用工程中较易得到的位移量就可以反演出岩体的这些参数。笔者应用位移正演的方法，结合石碑岭隧道这一具体工程进行了岩体参数的反演计算。

Abstract

Some parameters of the rock mass

such as elastic modulus

intensity parameters

etc.

are very important to underground cavern design and construction. Lots of cost

materials and efforts are needed if field test is done. Sometimes

the result of field test is not very good. In this situation

application of the inverse analysis theory can overcome the disadvantages that the field test has. Using this theory

displacement that can be got easily by field test

is used only to calculate the needed parameters. There for the direct displacement inverse analysis is used to calculate the rock parameters for Shibeiling tunnel.

关键词

Keywords

references

Views

626

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Recognition of critical slip surface based on GA and SVM

空心包体应力测量的几个问题附视频

软岩弹性模量的测定与讨论附视频

广蓄电站厂房的三维位移反分析附视频

随机有限元洁分析水工隧洞结构的可靠度附视频

Related Author

ZHAO Hong-bo

丁锐

白世伟

王可钧

赵魁芝

武清玺

2.430071

1.中南电力设计院勘测处!武汉

Related Institution

Key Laboratory of Rock and Soil Mechanics, Institute of Rock and soil Mechanics, Chinese Academy of Sciences

Department of Civil Engineering, Shaoxing University

AI问答

⁰