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基于正交设计的河谷地应力场数值模拟方法及应用

Numerical simulation method for rock natural stress field of a valley and its application based on orthogonal experiments

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【作者】 王涛周先前田树斌朱焕春

【Author】 WANG Tao1, ZHOU Xian-qian2, TIAN Shu-bin3, ZHU Huan-chun1 ( 1. School of Water Resources and Hydropower, Wuhan University, Wuhan 430072, China; 2. State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan 430079, China ; 3. State Key Laboratory of Water Resource and Hydropower Engineering Science, 430072, China; 4. Fujian Design & Research Institute for Hydroelectric Projects, Fuzhou 350001, China; 5. Northeast Design & Research Institute for Hydroelectric Projects, Changchun 130021, China )

【机构】 武汉大学水利水电学院福建省水利水电勘测设计研究院东北勘测设计研究院武汉大学水利水电学院 湖北武汉430072武汉大学测绘遥感信息工程国家重点实验室湖北武汉430079武汉大学水资源与水电工程科学国家重点实验室湖北武汉430072福建福州350001吉林长春130021湖北武汉430072

【摘要】 探讨了有关河谷岩体地应力的一些认识及地应力场模拟的方法,提出应力场的模拟需要考虑区域地应力条件及河谷发育过程两个因素的作用,及采用正交回归设计和三维有限元相结合的数值模拟方法的可行性,并将其应用于某电站地下厂房岩体三维地应力场的计算和评价。

【Abstract】 The rock mass natural stress of a valley and methods of simulating natural stress field are discussed. The authors recognize that the two factors, regional natural stress condition and the course of valley development, should be considered. The means of combining orthogonal experiment theory with FEM is also discussed through a multi-faceted approach from its feasibility and evaluation angles, and it is applied to computing and evaluating the 3-D natural stress field; of an underground power house of a hydropower station.

【关键词】 地应力正交设计有限元
【Key words】 natural stressorthogonal experimentFEM
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2003年05期
  • 【分类号】TU452
  • 【被引频次】30
  • 【下载频次】384
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