2) Concrete arch dam abutment stability
混凝土高拱坝坝肩稳定
4) abutment stability
坝肩稳定
1.
Analysis on the reliability of the arch dam abutment stability based on stochastic finite element;
基于随机有限元的拱坝坝肩稳定可靠度分析
2.
In Connection with three dimensional geomechanical model testing for Shapai RCC arch dam abutment stability study,this paper mainly analyses the differences & similarities between the test results of the synthetical method & overloading method as well as applicability of these test results.
结合沙牌RCC拱坝坝肩稳定三维地质力学模型试验,着重分析了综合法与超载法所得试验成果的异同及其成果的实用性,探讨了由两种试验方法求得的安全系数间的相互关系。
3.
Combined with the three dimensions geological mechanics model experiment of the abutment stability of Sichuan Shapai RCC arch dam, the differences and similarities between the test results of Synthetical Measure and Over-loading as well as the possibility of application there of were emphatically analycised in the article.
本文结合四川沙牌ＲＣＣ拱坝坝肩稳定三维地质力学模型试验，着重分析了由综合法与超载法所得试验成果的异同点及其成果的适用性，探讨了由两种试验方法求得的安全系数间的相互关系，提出了采用何种试验结果作为确定工程加固处理范围的依据等结
5) dam abutment stability
坝肩稳定
1.
Considering that the right abutment of Dongping arch dam is located at a narrow massif with high ground water, the problems about reservoir leakage and dam abutment stability are concerned with.
根据洞坪坝址区水文地质条件及坝基防渗处理设计措施,运用三维有限元法对洞坪拱坝蓄水后稳定渗流场及坝体坝基整体应力场进行了计算分析;根据有限元应力结果和传统的刚体极限平衡法对两岸坝肩各结构面形成的可能滑移体进行了坝肩稳定计算。
补充资料：肩后
肩后
肩后 经外穴名。参见肩三针条。
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