FEM analysis for stability of rheological - swelling surrounding
rock masses of convey tunnel

Zhang Yujun; Tang Yixing

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FEM analysis for stability of rheological - swelling surrounding rock masses of convey tunnel

更新时间：2026-06-25

- FEM analysis for stability of rheological - swelling surrounding rock masses of convey tunnel
- Vol. 21, Issue 2, (2000)
- 作者机构：
  
  中国科学院武汉岩土力学研究所,湖北,武汉,430071
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：12 December 2016，
  
  Published：2000
- 稿件说明：
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Zhang Yujun, Tang Yixing. FEM analysis for stability of rheological - swelling surrounding rock masses of convey tunnel[J]. 2000, 21(2).
DOI：

Zhang Yujun, Tang Yixing. FEM analysis for stability of rheological - swelling surrounding rock masses of convey tunnel[J]. 2000, 21(2). DOI：

摘要

给出了一个流变 - 膨胀性岩体的计算模型及有限元数值方法

着重计算分析了山西省引黄入晋工程某输水隧洞围岩的流变 -膨胀稳定性

据此得出了有益的结论。

Abstract

In this paper

the authors give firstly a computation model and the relevant FEM numerical method for the rheological-swelling rock mass

then calculate and analyze emphatically the rheological-swelling stability of surrounding rock masses of one convey tunnel in the Yellow River Diversion Project

Shanxi province

finally obtain useful conclusions.

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Related Institution

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