摘要
本文简要回顾了重力坝设计规范中深层抗滑稳定分析采用分项系数极限状态方法的必要性 ,答复了《对重力坝设计规范中双斜滑动面抗滑稳定分析公式讨论意见》提出的几个问题 ,说明了在重力坝深层抗滑稳定计算中应注意的几个问题。
This article retrospects the necessity of the adoption of reliability theory to analyse the stability against deep slide of gravity dams,replies to several problems mentioned in the 《Discussion of the wedge stability analysis method specified in the Gravity Dam Design Code》and emphasizes several problem in the calculation of stability against deep slide of gravity dams.
出处
《水力发电学报》
EI
CSCD
北大核心
2005年第2期90-94,共5页
Journal of Hydroelectric Engineering
关键词
水工结构
深层抗滑稳定
分析研究
安全评价
hydraulic structure
stability against deep slide
analysis and study
safety evaluation