【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。更多还原

【Abstract】 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更多还原