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某地下厂房围岩喷锚支护效果的大变形数值分析
引用本文:姚勇,谢红强. 某地下厂房围岩喷锚支护效果的大变形数值分析[J]. 西南科技大学学报, 2005, 20(4): 37-41,45
作者姓名:姚勇  谢红强
作者单位:1. 西南科技大学土木工程与建筑学院,四川,绵阳,621010
2. 西南交通大学地下工程系,四川,成都,610031
摘    要:采用三维有限差分法对某水电站的地下厂房分级开挖过程进行仿真模拟,研究了采用喷锚支护和无支护条件下围岩应力场、位移场及破坏区的分布规律。结果表明:对围岩采取喷锚支护措施将优化围岩应力分布、限制围岩变形及破坏区分布,有效提高开挖过程中的围岩稳定性。

关 键 词:地下厂房喷锚支护 三维有限差分法 大变形
文章编号:1671-8755(2005)04-0037-05
收稿时间:2005-08-21
修稿时间:2005-08-21

Large Deformation Numerical Analysis on Shotcrete and Rock Bolt Effect in One Underground Powerhouse
Yao Yong,Xie Hongqiang. Large Deformation Numerical Analysis on Shotcrete and Rock Bolt Effect in One Underground Powerhouse[J]. Journal of Southwest University of Science and Technology, 2005, 20(4): 37-41,45
Authors:Yao Yong  Xie Hongqiang
Affiliation:1. School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, Sichuan ; 2. Department of Tunnel and Underground Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
Abstract:Three -dimension finite difference method is applied to model staged excavation process of underground powerhouse in Tizidong Hydropower Station. And distribution laws of stress, deformation and zones are studied for excavating surrounding rock with and without support measurements. The resuits showed that support can optimize stress distribution, confine ranges of deformations and damage zones, and improve stability of surrounding rock during excavation process.
Keywords:underground powerhouse   shotcrete and rock bolt support   finite difference   large deformation
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