反倾岩质边坡变形特征的三维数值模拟研究以龙滩水电站工程边坡为例进行三维变形特征分析

程东幸; 刘大安; 丁恩保; 陈卫红; 潘炜; 刘艳辉

反倾岩质边坡变形特征的三维数值模拟研究以龙滩水电站工程边坡为例进行三维变形特征分析

1.
中国科学院工程地质力学重点实验室,北京100029;
2.
国家电力公司中南勘测设计研究院,长沙410014

基金项目:

中国科学院知识创新工程资助项目(KZCX2-SW-134)

详细信息

作者简介:
程东幸(1978-),男,硕士,从事工程地质与边坡稳定性评价方面得研究.Email:chengdongxing759@163.com

中图分类号: TV223.3
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出版历程
- 收稿日期: 2004-06-20
- 修回日期: 2004-07-22
- 刊出日期: 2005-04-22

THREE-DIMENSION NUMERICAL SIMULATION OF DEFORMATION CHARACTERISTICS OF TOPPLING ROCK SLOPECASE STUDY FOR A SLOPE AT LONGTAN HYDROPOWER STATION

1.
Key laboratory of Engineering Geomechanics, Chinese Academy of Science,Beijing100029;
2.
South-Central Institute for Design and Survey of Hydroelectric Projects,State Power Co.,Changsha410014

摘要

摘要: 以龙滩水电站工程边坡三维变形为例,分析了层状反倾岩质边坡当边坡与岩层夹角变化时,边坡的变形特征。并通过数值模拟根据变形曲线对不同范围边坡与岩层走向夹角的变形特征进行了定性描述。
- 反倾岩质边坡 /
- 边坡与岩层走向夹角 /
- 变形特征
Abstract: This paper presents a case study for 3-D simulation of deformation characteristics of toppling rock slope using a slope simulation model at Longtan hydropower station as an example. Deformation of the toppling rock slope is simulated for different angles between the slope strike and the terrene strike. The deformation curves are then characterized qualitatively.
- Toppling rock slope /
- Intersection angle between the slope and terrane strike /
- Deformation characteristics

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参考文献(1)

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