摘要
本文利用有限元分析．研究探讨了重力坝沿坝基面的破坏机理，并提出了合理的稳定准则和相应的稳定审查方法．
This poper d.beec the failure mcchanism along the dam foundation piano of a gravity dam by finite clement method and puts forward the reasonable stability criteria and the corresponding mathod of stability examination.
出处
《武汉水利电力大学学报》
CSCD
1994年第1期88-93,共6页
Engineering Journal of Wuhan University
关键词
重力坝
稳定分析
破坏机理
gravity dam
stability analysis
failure mechanism
stability criteria
