四川大学学报(工程科学版)2001，Vol.33Issue(3)：21-25,5.
顺坡向单层岩体板裂结构模型粘弹塑性弯曲稳定分析
Tabular Structure Model of Along Slope Single-layer Rock Mass and It's Elastic-plasitc-rheological Stability Analysis
陈志伟 1何江达 1张小平2
作者信息
- 1. 四川大学水电学院,
- 2. 国家电力公司成都勘测设计研究院四川成都
- 折叠
摘要
Abstract
In accordance with tabular structure model of along-slope single-layer rock mass,this paper developed a formulation for limit slope length calculation within the scope of non-linear situation.The formulation was developed with rheological theory.As a practical engineering example,we analyzed the stability of the creeping mass on the right band of Santan dam site of Jinping Project.The result of computation shows that the model and formulation explained in this paper are reasonable and can be used in practical engineering.关键词
顺坡向/单层岩体/板裂结构/粘弹塑性/流变模型/稳定分析分类
矿业与冶金引用本文复制引用
陈志伟,何江达,张小平..顺坡向单层岩体板裂结构模型粘弹塑性弯曲稳定分析[J].四川大学学报(工程科学版),2001,33(3):21-25,5.
