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1)  abutment slope
坝肩边坡
1.
Finite element simulation of excavation and support of abutment slope at Dagangshan Hy dropower Project;
大岗山水电站坝肩边坡开挖支护有限元模拟
2.
The abutment slope at Dagangshan Hydropower Project has complex geological conditions with faults,dikes,unloading crack intensive belt,deep unloading belt and developed joint fissures.
大岗山水电站坝肩边坡地质条件复杂,断层、岩脉、卸荷裂隙密集带、深部卸荷带及节理裂隙发育。
3.
The general engineering situation of an abutment slope located in the complex area of Dagangshan Hydropower Station with the maximum design and check seismic intensity at present in China is introduced.
以目前国内设计地震烈度最大的水电站工程——大岗山坝肩边坡工程为实例,根据规范,选用拟静力法对坝肩边坡地震工况下的稳定性进行分析,并对该方法进行相应改进。
2)  abutment section
边坡坝段
1.
Because of two steep bank slopes with the height of more than 100m, its stability and stresses in the abutment sections should be paid attention to.
由于两岸边坡陡峻, 岸高在100 m 以上, 存在高边坡坝段的稳定及应力问题。
3)  dam foundation slope
坝基边坡
1.
The excavation disturbance and anchoring effects of high-geostress dam foundation slope of Laxiwa Hydropower Engineering on the Yellow River are systematically studied based on a detailed numerical simulation of excavation and anchoring processes.
基于对开挖与锚固等施工过程的详细数值模拟,围绕拉西瓦水电工程高应力坝基边坡开挖扰动及锚固效应问题开展深入研究,获得该高应力坝基边坡岩体应力、变形与塑性屈服区的开挖扰动特征及其断层影响效应,分析锚固支护对边坡应力、变形及屈服区的作用效果。
4)  spandrel groove high slope
拱肩槽边坡
1.
This paper adopts the 3D- δ numerical simulation method to discuss and analyze the stability of the spandrel groove high slope of Jinping-I power station.
采用 3D δ数值模拟方法研究和论证锦屏Ⅰ级水电站拱肩槽边坡的稳定性。
5)  slope and dam foundation
边坡与坝基
1.
The vector analysis method(VAM) of slope and dam foundation stability is put forward on the basis of vector method safety factor.
滑动是一个矢量概念,基于矢量法安全系数的边坡与坝基抗滑稳定的矢量分析法,以边坡与坝基的整体抗滑稳定性为研究对象,根据边坡与坝基的整体滑动趋势方向确定安全系数的计算方向θ,在方向θ上由抗滑力与滑动力的矢量特征定义矢量法安全系数F(θ),以F(θ)进行边坡与坝基的抗滑稳定分析。
2.
Stability analysis of slope and dam foundation against sliding is a classic research field in rock and soil mechanics.
边坡与坝基抗滑稳定分析一直都是岩土力学的一个经典研究领域,研究成果很多,根据各种不同的假定形成了各类不同的分析方法,但现有方法的分析基础,即采用抗滑力代数和与下滑力代数和之比定义安全系数,在大部分工程条件下缺乏必要的物理意义。
6)  high slope of dam foundation
坝基高边坡
补充资料:肩肩
1.瘦小细长貌。
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