摘要
山口岩水利枢纽坝址地质条件差,软弱结构面发育,软弱结构面组合不利于拱坝右坝肩抗力体的稳定。根据右坝肩抗力体滑动边界条件,对抗力体滑移组合模式进行了分析。
Geological conditions of Shankouyan dam site of hydro-junction are poor and it develops the weak structural surfaces,the combination of which is not conducive to the stability of right dam abutment resisting force body.Based on boundary conditions of the right abutment body sliding,the combination pattern of resistance body is analyzed.
出处
《资源环境与工程》
2009年第5期574-575,584,共3页
Resources Environment & Engineering
关键词
拱坝
坝肩抗力体
稳定分析
arch dam
abutment resistance body
combination pattern
stability analysis
