1) 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。
2) rock mass of dam abutment
坝肩岩体
1.
When the rock mass of dam abutment is enclosed by faults, joint fissures and bedding planes,it is necessary to carry out holistic anti-slide stability analysis in order to make the abutment withstand potential slide.
当拱坝坝肩岩体为断层、节理裂隙、层面等结构面所围成,有可能产生滑移时,就应进行整体抗滑稳定分析。
4) Rock stability of dam foundation
坝基(肩)岩体稳定
6) mother rock of dam shoulder
坝肩基岩
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。
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