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小湾电站坝址区渗流与应力场耦合分析
引用本文:王民寿,杨明举,谢培忠,张文仲.小湾电站坝址区渗流与应力场耦合分析[J].云南水力发电,2000,16(1):81-86.
作者姓名:王民寿  杨明举  谢培忠  张文仲
作者单位:1. 四川大学水利水电工程学院,四川,成都,610065
2. 国家电力公司昆明对围岩勘测设计研究部,云南,昆明确650051
基金项目:国家“九五”科技攻关项目子题96-221-04-03-02(3),云南省自然科学基金资助项目(98E004Z)
摘    要:本文研究了小湾电站坝址区岩体渗流场与应力场的耦合相互作用,并结合右坝肩F11断层的特性,探讨了裂隙内具有不同填充物情况下,裂隙表面分形对裂隙渗流和应力的影响,通过数值分析,得到了场耦合情况下的渗流分布及断层F11在不同应力水平下的分维数-渗流量、不同分维数下的应力-裂隙开度、应力-流量关系曲线。

关 键 词:渗流-应力耦合  裂隙渗流  分形  水电站  拱坝
文章编号:1006-3951(2000)01-0087-07
修稿时间:2000年2月12日

Surrounding Rock Stability Analysis of Xiaowan Hydropower Project Underground Powerhouse Chambers
WANG Min-shuo,YANG Ming-ju,XIE Pei-zhong,ZHANG Wen-zhong.Surrounding Rock Stability Analysis of Xiaowan Hydropower Project Underground Powerhouse Chambers[J].Yunnan Water Power,2000,16(1):81-86.
Authors:WANG Min-shuo  YANG Ming-ju  XIE Pei-zhong  ZHANG Wen-zhong
Abstract:In this paper, coupling of stress and seepage fields at the damsite area of the Xiaowan hydropower project is analyzed, and the fractal effect of rock fractured surface on the seepage flow in fractured rock masses is studied by means of numeric simulation of single fracture permeability. The fault F 11 located at the right abutment is selected to study coupling effect between stress and seepage fields in fractured rock masses. The results show that the interaction of coupling fields has a dominant influence on the states of stresses and displacements in the damsite area and dam body. Also the relationship between fractal dimensions of fractured surface and seepage, stress and fractured breadth are nonlinear.
Keywords:Xiaowan hydropower project  stress-seepage coupling  fracture seepage  fractal
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