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水布垭枢纽地下厂房围岩稳定及锚固分析
引用本文:杨强,杨晓君,周维垣. 水布垭枢纽地下厂房围岩稳定及锚固分析[J]. 水力发电学报, 2005, 24(4): 11-15,20
作者姓名:杨强  杨晓君  周维垣
作者单位:清华大学水利水电工程系,北京,100084;清华大学水利水电工程系,北京,100084;清华大学水利水电工程系,北京,100084
基金项目:国家自然科学基金(50279016)、973项目(2002cb412708)
摘    要:本文采用一种特殊的岩体灌浆锚杆有限元数值模拟方法,并结合水布垭枢纽工程,对其地下厂房2#机组剖面进行了二维非线性有限元分析,主要研究了主厂房洞室开挖过程中及开挖完成后围岩的应力状态、位移值以及塑性区分布范围,重点分析了喷锚支护措施的加固效果。

关 键 词:岩体力学  围岩稳定  BOLT单元  灌浆锚杆  地下厂房
收稿时间:2004-03-15
修稿时间:2004-03-15

Numerical analysis on stability and grouted bolts of surrounding rock of Shuibuya underground power plant
YANG Qiang,YANG Xiaojun,ZHOU Weiyuan. Numerical analysis on stability and grouted bolts of surrounding rock of Shuibuya underground power plant[J]. Journal of Hydroelectric Engineering, 2005, 24(4): 11-15,20
Authors:YANG Qiang  YANG Xiaojun  ZHOU Weiyuan
Abstract:The construction and excavation process of underground power plant of the Shuibuya project are analyzed by using nonlinear 2-D FEM. The numerical model of the grouted bolt used in the computation is described. The pattern of deformation caused by excavation and the stress state in surrounding rock of the underground plant chamber under complex geological conditions are studied. The distribution of plastic region, the stability of surrounding rock and the effect of reinforce methods of shotcrete bolt support are studied.
Keywords:rock-mass mechanics   stability of surrounding rock mass   bolt element    grouted bolt   undrground power plant
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