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隧道穿越泥石流堆积体的数值模拟及优化处治

李天斌 刘梁 陈国庆

工程地质学报Issue(4):712-718,7.
工程地质学报Issue(4):712-718,7.DOI:10.13544/j.cnki.jeg.2015.04.019

隧道穿越泥石流堆积体的数值模拟及优化处治

NUMERICAL SIMULATION AND OPTIMIZATION OF TREATMENT MEASURESFOR A TUNNEL EXCAVATED THROUGH DEBRIS FLOW FAN

李天斌 1刘梁 1陈国庆2

作者信息

  • 1. 地质灾害防治与地质环境保护国家重点实验室 成都理工大学 成都 610059
  • 2. 西安市勘察测绘院 西安 710000
  • 折叠

摘要

Abstract

Based on geologic features of debris flow fan,combined with the engineering background of Futangtunnel in Dujiangyan to Wenchuan expressway,a 3D numerical model had been established to study tunnelexcavation and support in debris flow fan.The paper presents different modelling conditions,including the nonsupportstatus,designed support status,optimizing support status as well as the deposition and erosion of debrisflow fan.The study results show that,tunnel excavated in debris flow fan,the vault settlements are main controllingfactor and lead to subsidence and side wall convergence;after pointed optimizing treatment to vault settlement usingthe advanced grouting and the systematical anchor lengthening,deformation of tunnel lining and subsidence arereduce markedly,it shows that the optimizations are effectual and reasonable.In addition,if the depositionthickness of debris flow above tunnel vault is less than 1 4 m,the tunnel is in obvious unsafe condition;if the debrisflow thickness is more than 42 m,the stability of surrounding rock will become better and be easy to form astabilizing system.

关键词

隧道/泥石流堆积体/数值模拟/优化处治

Key words

Tunnel/Debris flow fan/Numerical simulation/Optimizing treatment

分类

数理科学

引用本文复制引用

李天斌,刘梁,陈国庆..隧道穿越泥石流堆积体的数值模拟及优化处治[J].工程地质学报,2015,(4):712-718,7.

基金项目

交通运输部西部交通建设科技项目(20113188051090)和国家自然科学基金项目(41172279)资助. ()

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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