摘要
本文主要分析了渗流耦合相互作用下，三峡工程永久船闸高边坡岩体的可能破坏机制，建立了滑动分析模型，利用软化裂隙面上的Ｍｏｈｒ－Ｃｏｕｌｕｍｂ定律，分别计算了不同连通率、不同坡帮带边坡岩体的稳定系数，并对其稳定性进行了讨论。
This paper analyzed the destroyable mechanism of high slope rockmasses of premanent shiplock of Three Gorges Dam by seepage couple interaction, set up the sliding analyzing model, calculated the stability coefficient of variable connectivity and every slope zone, and probed into stability of high slope by Mohr Coulumb law of softening fracture plane
出处
《中国地质灾害与防治学报》
CSCD
1999年第1期44-48,共5页
The Chinese Journal of Geological Hazard and Control
基金
国家自然科学基金
关键词
三峡工程
永久船闸
边坡岩体
渗流耦合
Rockmass seepage couple interaction analyzing model for sliding softening fracture slope stability three gorges' shiplock project
