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巷道围岩塑性状态判定分析方法
引用本文:谭云亮,王泳嘉.巷道围岩塑性状态判定分析方法[J].工程地质学报(英文版),1996,4(2):63-68.
作者姓名:谭云亮  王泳嘉
作者单位:1.山东矿业学院,泰安271019;
摘    要:本文依照莫尔-库仑屈服条件和非关联流动准则, 从地应力场及地下巷道开挖工程特点出发, 提出对围岩塑性屈服状态进行判定的方法。对无支护巷道和水泥锚杆支护巷道围岩进行有限元分析表明, 巷道开挖以后及时支设锚杆, 对出现塑性屈服的围岩起到了等效提高其刚度和强度的作用, 从而增加了围岩稳定性。与现场实测结果对比说明, 非关联流动准则比关联流动准则更符合实际。

关 键 词:莫尔-库仑屈服条件    流动准则    有限元    塑性状态    锚杆    地下巷道
收稿时间:1995-02-15

METHOD FOR DETERMININGG PLASTIC STATE OF SURROUNDING ROCKS OF GATE
Tan YunLiang.METHOD FOR DETERMININGG PLASTIC STATE OF SURROUNDING ROCKS OF GATE[J].Journal of Engineering Geology,1996,4(2):63-68.
Authors:Tan YunLiang
Institution:1.Shanddong Institute of Mining and Technology, Taian 271019;2.Northeast China University, Shenyang 110006
Abstract:According to Mohr-Coulomb yield condition and non-related flowing rule in consideration of the crustal stress field and engineering characteristics of underground gate,we propose a method for determing the plastic state of sorrounding rocks of gate. By FEM analysis of sourrounding rocks for the unsupported gate and bolt-supported gate,we got the result that to support the gate by bolt immediatly after digging the gate, it can improve the stiffness and strength equivalently of the surrounding rock.
Keywords:Morh-Coulomb yield condition  Flowing rule  FEM  Plastic state  Undergrounder rocks  Bolt  
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