Numerical analysis of rock mass stability during tunnel excavation and supporting using finite difference method

ZHOU Tai-quan1; HUA Yuan1; ZHU Zan-cheng1; LIAN Jun-ying1; SHEN Dong2

doi:10.16285/j.rsm.2005.s1.040

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Numerical analysis of rock mass stability during tunnel excavation and supporting using finite difference method

更新时间：2026-06-25

- Numerical analysis of rock mass stability during tunnel excavation and supporting using finite difference method
- Issue S1, Pages: 168-170(2005)
- 作者机构：
  
  1. 江南大学土木工程系
  2. 无锡市建筑工程质量检测中心,江苏,无锡,214122
  3. ,江苏,无锡,214062
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2005.s1.040
  CLC： U451.2
- Published：2005
- 稿件说明：
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[1]周太全,华渊,朱赞成,连俊英,沈东.隧道开挖与支护有限差分法分析[J].岩土力学,2005(S1):168-170.

ZHOU Tai-quan1, HUA Yuan1, ZHU Zan-cheng1, et al. Numerical analysis of rock mass stability during tunnel excavation and supporting using finite difference method[J]. 2005, (S1): 168-170.
[1]周太全,华渊,朱赞成,连俊英,沈东.隧道开挖与支护有限差分法分析[J].岩土力学,2005(S1):168-170. DOI： 10.16285/j.rsm.2005.s1.040.

ZHOU Tai-quan1, HUA Yuan1, ZHU Zan-cheng1, et al. Numerical analysis of rock mass stability during tunnel excavation and supporting using finite difference method[J]. 2005, (S1): 168-170. DOI： 10.16285/j.rsm.2005.s1.040.

摘要

根据景德镇-黄山高速公路某隧道现场工程地质条件和隧道结构设计参数

采用有限差分法对喷射500mm普通混凝土支护和喷射200mm厚聚丙烯纤维混凝土支护两种支护结构

进行了施工过程的数值模拟分析。从围岩的应力、位移和塑性区分布3个方面对隧道围岩的稳定性进行了分析。模拟计算结果表明

采用喷射200mm厚聚丙烯纤维混凝土支护结构的隧道围岩能够处于稳定状态。

Abstract

In combination with the real geological engineering conditions and the design parameters of the tunnel layout

numerical analysis is performed to analyze the rock mass stability for two different supporting structures

the ordinary concrete lining with thickness of 500 mm and the wet-sprayed polypropylene fiber reinforced concrete lining with the thickness of 200 mm respectively. The tunnel rock mass stability is analyzed for the stress

displacement and plastic zone distribution. The numerical simulation shows that the lining structure using the polypropylene fiber reinforced concrete is stable.

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