1) the high slope of spandrel groove
拱肩槽高边坡
1.
Based on the discuss of the geologic environment of the high slope of spandrel groove JinPing I Hydroelectric power station.
本文在阐明锦屏一级水电站坝区岩体的形成和演化特征的基础上，详细研究了拱肩槽高边坡岩体的结构特征及岸坡岩体浅表生改造特征，建立了岸坡岩体浅表生改造与岸坡演化模式，分析研究了岩体的物理力学性质，采用修正的CSMR法对拱肩槽高边坡的岩体质量进行分级研究，在此上基础之上，采用地质分析判断和有限元分析等方法，对高边坡整体稳定性进行了系统分析、计算与评价；应用块体理论对高边坡的局部稳定性进行了分析计算，确定局部不稳定块体的规模、出露范围，从而对拱肩槽高边坡的局部稳定性有了系统全面的认识和了解。
2) 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。
4) slope of trough between archs
拱间槽边坡
5) spandrel groove
拱肩槽
1.
Three-dimensional finite element analysis of spandrel groove high slope stability of Xiluodu hydropower station in Jinsha River, China;
溪洛渡水电站拱肩槽高边坡稳定性的三维有限元分析
2.
A 3D-FEM analysis onhigh slope excavation at left bank abutment of Jinping stage Ihydropower station is carried out with a program 3D-σ,and stress and displacement of high slope is modeled in detail at spandrel groove and cable-crane platform of left abutment.
应用3Dσ软件对锦屏一级水电站左坝肩高边坡开挖过程进行三维有限元模拟,并对左坝肩缆机平台以上边坡和拱肩槽边坡的应力、位移情况进行详细的模拟。
6) 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。
补充资料：肩下
1.肩旁。指肩旁的坐位。
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