1) 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。
2) abutment monolith
岸坡坝段
1.
The authors simulated the temperature field and stress field of riverbed monoliths and No6 abutment monolith in Jiangkou arch dam during the construction process by using SimuDam software and SAPTS software, which include a 2D FEM and a 3D FEM and were developed by IWHR.
用中国水利水电科学研究院开发的SimuDam程序和SAPTS程序,对江口拱坝的河床坝段及6#岸坡坝段的基础约束区,依据设计施工单位提供的气象资料、坝体混凝土和基岩材料参数以及坝体施工进度,对不同的温控方案,分别用二维与三维有限元进行了温度场及应力场的仿真计算。
3) steep section
陡坡坝段
1.
Sensitivity analysis of contact grouting indicators in steep section of high arch dam
高拱坝陡坡坝段接触灌浆指标敏感性分析
4) 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。
5) 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。
6) dam monoliths on bank
岸坡坝段群
补充资料：十报恩 赠段先生 折段字起
【诗文】：
公物外好生涯。火相逢结大砂。女盘桓看大药。牛哮吼戏灵葩。云铺地丹炉赫，子观天碧眼华。有三生君省悟，中无事步烟霞。
【注释】：
【出处】：
公物外好生涯。火相逢结大砂。女盘桓看大药。牛哮吼戏灵葩。云铺地丹炉赫，子观天碧眼华。有三生君省悟，中无事步烟霞。
【注释】：
【出处】：
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