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锚杆对节理围岩稳定性影响的离散元研究
引用本文:谭云亮,姜福兴,范炜林,徐恩虎,刘传孝.锚杆对节理围岩稳定性影响的离散元研究[J].力学学报,1999,7(4):361-365.
作者姓名:谭云亮  姜福兴  范炜林  徐恩虎  刘传孝
作者单位:山东科技大学矿压研究所,泰安271019
基金项目:国家自然科学基金59544010;煤炭基金95 采10513 项目
摘    要:本文针对巷道围岩多被节理切割的特点,利用离散元研究了全长锚杆对节理围岩稳定性的影响。结果表明,尽早锚固,有利于围岩的稳定;同时,巷道各部位围岩的变形与破坏具有明显协同性或关联性,应预以系统考虑对围岩的加固。

关 键 词:锚杆  节理  离散元
收稿时间:1998-11-20
修稿时间:1999-04-14

SIMULATION OF BOLTING EFFECT ON THE STABILITY OF JOINTED ROCKMASS BY DISPERSIVE ELEMET METHOD
TAN Yun liang,JIANG Fu xing,FAN Wei lin,XU En hu,LIU Chuan xiao.SIMULATION OF BOLTING EFFECT ON THE STABILITY OF JOINTED ROCKMASS BY DISPERSIVE ELEMET METHOD[J].chinese journal of theoretical and applied mechanics,1999,7(4):361-365.
Authors:TAN Yun liang  JIANG Fu xing  FAN Wei lin  XU En hu  LIU Chuan xiao
Affiliation:Shandong Institute of Mining Industry and Technology, Taian 271019
Abstract:In this paper, the authors simulate the bolting effects on the stability of jointed rockmass by dispersive element method (DEM). The results show that it is beneficial to improve the stability of surrounding rockmass by bolt reinforce as quickly as possible after shaping the gate. Also, there are obvious relations or synergetic character between deformation and fracture of the different parts of gate. We must reinforce the surrounding rockmass systematically.
Keywords:Bolt  Joint  Dispersive element method  
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