- 重力坝岩基深层抗滑稳定分析的新方法
- 点击次数：
- 发表时间： 2014-01-01
- 发表刊物： 山西建筑
- 所属单位： 建设工程学部
- 期号： 24
- 页面范围： 62-63
- ISSN号： 1009-6825
- 摘要： Considering of the characteristics of anisotropy and inhomogeneous strength of gravity dams rock foundation established a analysis method of deep anti-sliding stability of gravity dams on rock foundation,set the elastic modulus and other parameters of rock foundation and structure surface,and discussed the rock foundation and structure surface failure strength,and established the search procedures for rock founda-tion deep sliding surface,through the numerical tests showed that the calculation method of the method.
- 备注： 新增回溯数据
