| 基于正交设计的河谷地应力场数值模拟方法及应用 |
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| 引用本文： | 王涛,周先前,田树斌,朱焕春.基于正交设计的河谷地应力场数值模拟方法及应用[J].岩土力学,2003,24(5):831-835. |
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| 作者姓名： | 王涛 周先前 田树斌 朱焕春 |
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| 作者单位： | 1. 武汉大学 水利水电学院，湖北 武汉 430072； 2. 武汉大学测绘遥感信息工程国家重点实验室，湖北 武汉 430079； 3. 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；4. 福建省水利水电勘测设计研究院， 福建 福州 350001； 5. 东北勘测设计研究院, 吉林 长春 130021 |
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| 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。
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| 关 键 词： | 地应力 正交设计 有限元 |
| 文章编号： | 1000-7598-(2003)05-0831-05 |
| 收稿时间： | 2002-05-27 |
| 修稿时间： | 2002年5月27日 |
Numerical simulation method for rock natural stress field of a valley and its application based on orthogonal experiments |
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| WANG Tao,ZHOU Xian-qian,TIAN Shu-bin,ZHU Huan-chun.Numerical simulation method for rock natural stress field of a valley and its application based on orthogonal experiments[J].Rock and Soil Mechanics,2003,24(5):831-835. |
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| Authors: | WANG Tao ZHOU Xian-qian TIAN Shu-bin ZHU Huan-chun |
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| Institution: | 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 |
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| 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. |
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| Keywords: | natural stress orthogonal experiment FEM |
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