1) Abutment mountain body water seepage
坝肩山体渗水
2) dam abutment mountain mass
坝肩山体
1.
The dam abutment mountain mass on both banks of the Xiaolangdi Water Control Project is characterized by an alternate distribution of permeable layer,water-carrying layer and relative water barrier layer,dipping downstream,with fractured tectonic development and serious unloading via upper weathering.
小浪底大坝两岸坝肩山体存在透(含)水岩层和相对隔水岩层交替层状分布、倾向下游、断裂构造发育、上部风化卸荷严重等特点,水库蓄水后两岸坝肩山体呈现出层状渗漏、带状渗漏和壳状渗漏的特性,针对渗漏特性采取了防渗处理措施,取得了明显效果。
4) the stability of left dam mountain
左坝肩山体稳定性
5) Seepage of dam foundation and abutment
坝基坝肩渗漏
6) abutment rock
坝肩岩体
1.
An analysis of high arch dam abutment rock stability based on nonlinear FEM;
基于非线性有限元法的高拱坝坝肩岩体抗滑稳定分析
2.
The safety of arch dam depends on the stability of dam abutment rock in a large degree.
高拱坝的安全性在很大程度上依赖于坝肩岩体的稳定性,目前在设计中,高拱坝坝肩岩体稳定性分析方法主要是刚体极限平衡法,但该法不能考虑岩体的应力-应变关系,不能很好地反映坝肩岩体的破坏机理以及拱坝与坝肩岩体的相互作用效应。
补充资料：肩肩
1.瘦小细长貌。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条