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基于剪切滑移的圆形洞室应力状态研究
引用本文:李杰,李文培,施存程,王德荣,范鹏贤.基于剪切滑移的圆形洞室应力状态研究[J].岩土力学,2012,33(11):3271-3277.
作者姓名:李杰  李文培  施存程  王德荣  范鹏贤
作者单位:1. 解放军理工大学 爆炸冲击防灾减灾国家重点实验室,南京 210007;2. 海军工程设计研究局,北京 100070; 3. 第二炮兵指挥学院 五系,武汉 430012
基金项目:国家自然科学杰出青年基金,国家重点基础研究发展计划(973计划)项目,国家自然科学创新研究群体科学基金,水利部公益性行业科研专项项目
摘    要:引入一种基于滑移线上非线性本构关系的圆形洞室计算模型,并从这个模型推导得出洞室开挖后应力状态的非连续表达式。在该表达式中围岩的应力分区以及其中的应力值由一个不定的荷载参数控制。通过引入边界条件的方法确定荷载参数,解决了荷载参数不确定的问题。从围岩的应力分布状态确定荷载参数的取值范围,并计算得到不同荷载参数范围内围岩应力分布曲线。将围岩应力状态的解析解与局部剪切应变二维有限元程序的数值解进行比较验证,一致性较好。

关 键 词:圆形洞室  非连续  解析解  滑移线  
收稿时间:2012-07-08

Research on stress state of circular openings based on shearing slip
LI Jie , LI Wen-pei , SHI Cun-cheng , WANG De-rong , FAN Peng-xian.Research on stress state of circular openings based on shearing slip[J].Rock and Soil Mechanics,2012,33(11):3271-3277.
Authors:LI Jie  LI Wen-pei  SHI Cun-cheng  WANG De-rong  FAN Peng-xian
Institution:1. State Key Laboratory of Explosion & Impact and Disaster Prevention & Mitigation, PLA University of Science and Technology, Nanjing 210007, China; 2. Navy Institute of Engineering Design and Research, Beijing 100070, China; 3. The Fifth Department, The Second Artillery Command College, Wuhan 430012, China
Abstract:A computation model of circular openings based on nonlinear constitutive relationship along slip lines is introduced. Discontinuous expressions for stress state around the openings after excavation are deduced based on the model. Distributions and values of stresses in surrounding rock are controlled by a uncertain load parameter, which could be determined by introducing a boundary condition. Stress distribution curves of surrounding rock in different ranges of the load parameter are obtained, where the ranges of the load parameter are determined by stress state in surrounding rock. The discontinuous analytical solutions of surrounding rock stress state are consistent with the numerical solutions of two dimensional finite element code for local shear strain.
Keywords:circular opening  discontinuous  analytical solution  slip line
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