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| 地下电站厂房层状围岩位移的动态效应研究 | |
| 引用本文： | 王克忠,张文雷,蔡美峰,张延新,戴荣.地下电站厂房层状围岩位移的动态效应研究[J].水力发电学报,2005,24(4):99-103. |
| 作者姓名： | 王克忠 张文雷 蔡美峰 张延新 戴荣 |
| 作者单位： | 1. 北京科技大学土木与环境工程学院,北京,100083;山东农业大学水利土木学院,泰安,271018 2. 中国水利学会,北京,100053 3. 北京科技大学土木与环境工程学院,北京,100083 4. 清华大学水利水电工程系,北京,100084 |
| 摘 要： | 层状复合围岩岩体软硬相间，不满足均匀、连续及各向同性的要求，研究依据多种测试手段，对开挖后围岩的稳定性和变形性进行实时监测，并对数值模型进行三维非线性弹塑性计算、分析，比较准确地预测了围岩的动态变化过程，研究了层状围岩位移和应力的变化规律。 |
| 关 键 词： | 岩体力学 稳定性分析 数值模拟 层状复合岩体 力学参数 围岩位移 层状复合 效应研究 电站厂房 动态 |
| 收稿时间： | 2004-05-12 |
| 修稿时间： | 2004-05-12 |
Research on dynamic displacement of layer composite rock-mass |
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| WANG Kezhong,ZHANG Wenlei,CAI Meifeng,ZHANG Yanxin,DAI Rong.Research on dynamic displacement of layer composite rock-mass[J].Journal of Hydroelectric Engineering,2005,24(4):99-103. | |
| Authors: | WANG Kezhong ZHANG Wenlei CAI Meifeng ZHANG Yanxin DAI Rong |
| Abstract: | The layer composite rock-mass is soft and hard alternately, it does not meet the requirements of homogeneity and isotropy. The stability and deformation of rock-mass are determined by using several measurements during the excavation process, the numerical model of underground houses in stratified anisotropical rocks is analyzed by using three dimensional nonlinear element model. The changing law of displacements and stresses of layer composite rock-mass is studied. |
| Keywords: | rock-mass mechanics stability analysis numerical simulation layer composite rock-mass mechanical parameters |
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