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[1]林克昌,陈新民,左娟花,等.断层宽度对跨断层隧道错动反应特性影响的数值模拟[J].南京工业大学学报(自然科学版),2013,35(03):61-65.[doi:10.3969/j.issn.1671-7627.2013.03.013]
 LIN Kechang,CHEN Xinmin,ZUO Juanhua,et al.Numerical simulation of effects of fault width on characteristics of across-fault tunnel due to fault movement[J].Journal of NANJING TECH UNIVERSITY(NATURAL SCIENCE EDITION),2013,35(03):61-65.[doi:10.3969/j.issn.1671-7627.2013.03.013]
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断层宽度对跨断层隧道错动反应特性影响的数值模拟()
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《南京工业大学学报(自然科学版)》[ISSN:1671-7627/CN:32-1670/N]

卷:
35
期数:
2013年03期
页码:
61-65
栏目:
出版日期:
2013-05-20

文章信息/Info

Title:
Numerical simulation of effects of fault width on characteristics of across-fault tunnel due to fault movement
文章编号:
1671-7627(2013)03-0061-05
作者:
林克昌陈新民左娟花张鹏
南京工业大学 地质工程研究所,江苏 南京 210009
Author(s):
LIN KechangCHEN XinminZUO JuanhuaZHANG Peng
Institute of Geologic Engineering,Nanjing University of Technology,Nanjing 210009,China
关键词:
断层宽度 走滑断层 错动 隧道 数值模拟
Keywords:
fault width strike-slip fault fault movement tunnel numerical simulation
分类号:
P642
DOI:
10.3969/j.issn.1671-7627.2013.03.013
文献标志码:
A
摘要:
为了研究断层宽度对跨断层岩体隧道错动反应特性的影响,利用大型有限元软件ABAQUS,建立了断层错动三维有限元计算模型。在此基础上,以走滑断层为例,对比分析了断层宽度逐渐增大的过程中,跨断层岩体隧道的错动反应特性。计算结果表明:走滑断层错动作用下,衬砌拱腰主要承受拉/压应力,拱顶和拱底主要承受剪应力; 拉/压应力峰值出现在变形最为剧烈位置处,剪应力峰值出现在错动盘和断层交界面附近。走滑断层错动对衬砌的影响范围随断层宽度的不同而有所不同:当断层宽度由0逐级增加至20、40 m时,影响范围逐渐增大; 当断层宽度由40 m增加至60 m时,影响范围基本不变,说明断层错动对衬砌的影响范围存在一限值。
Abstract:
In order to study the effects of fault width on characteristics of across-fault rock tunnel due to fault movement,the finite element software ABAUQS was used to establish a 3-D geological model.Then,the characteristics of across-fault rock tunnel in strike-slip fault movement were analyzed by changing the fault width.The result showed that the crown and soffit of lining, and the springing of lining were mainly subjected to shear stress and tensile/compressive stress, respectively.The maxima of tensile/compressive stress and shear stress appeared at the positions where deformation was most severe, and the interface appreared between the active plate and the fault.The influence scope of fault movement on lining increased obviously with the fault width from 0 m to 20 m and 40 m,but kept essentially constant from 40 m to 60 m.It was shown that there existed a limit of the influence scope of fault movement on lining.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2012-05-09
基金项目:国家自然科学基金(41172259,41102178)
作者简介:林克昌(1987—),男,安徽明光人,硕士生,主要研究方向为地下工程安全性评价; 陈新民(联系人),教授,E-mail:xmchen@njut.edu.cn..
更新日期/Last Update: 2013-05-31