1.
A Study on How to Confirm the Boundary of Anti-slide Stability of High Concrete Gravity Dams and the Parameter of Weak Interbed;
高混凝土重力坝坝基复杂岩体抗滑稳定边界的确定及参数评价
2.
Some Problems Related to the Stability Analysis of a Dam on Layered Rock Foundation
层状岩体坝基抗滑稳定分析中的几个问题
3.
EXPERIMENTAL RESEARCH ON THE SLIDING RESISTANCE OF ROCK FOUNDATION OF A SIDE SPILLWAY
岸边式溢洪道岩基抗滑稳定??研究
4.
A PLASTIC LIMIT EQUILIBRIUM METHOD FOR THE CALCULATION OF THE STABILITY OF A DAM ON A LAYERED ROCK
层状基岩上坝体抗滑稳定性的塑性理论极限平衡法
5.
A Study of Rock Body Structural Characteristics and Stability Against Deep Sliding of Wudu Reservoir Dam Foundation;
武都水库坝基岩体结构特征及其深层抗滑稳定性研究
6.
Rock Mass Structural Features and Its Contral to Dam Shoulders Anti-Sliding Stability in Baihetan Hydroelectric Power Station Dam Site of Jinshajing;
金沙江白鹤滩水电站岩体结构及其对坝肩抗滑稳定性的控制作用
7.
And the characteristics of homogeneous loess landslide and loess-mudstone cutting layer landslide are high sliding velocity, long sliding distance and high stability after sliding except its scarp.
黄土层内滑坡、土泥岩切层滑坡的滑速高、滑距长,滑体稳定性高。但后壁不稳定,易再次滑动。
8.
Determination of shear strength parameters for stability check of Dayantang landslide
大岩淌滑坡稳定复核抗剪强度参数的取值研究
9.
DAM SHOULDERS ANTI-SLIDING STABILITY ANALYSIS FOR XILUODU HYDROPOWER STATION ON JINSHA RIVER;
溪洛渡水电站坝肩抗力体抗滑稳定性分析
10.
The characteristics of loess interface landslide and loess-mudstone layer plane landslide are low sliding velocity, short sliding distance and low stability after sliding.
黄土接触面滑坡、土泥岩顺层滑坡的滑速低、滑距短,滑体具有稳定性差、活性强的特点。
11.
Engineerng Measures for Increasing Stability against Sliding along the Base of Concrete Gravity Dams on Rock Foundation
提高岩基混凝土重力坝沿坝底抗滑稳定性的工程措施
12.
Analysis for the Spatial location of the bedrock surface and mechanical parameters on the deep anti-slide stability of gravity dams
基岩结构面空间位置及力学参数对重力坝深层抗滑稳定影响分析
13.
Impermeable Geomembrane Dam Embankment Dam Structure on Stability Against Sliding;
土石坝坝体土工膜防渗结构抗滑稳定研究
14.
The Analysis on the Uncertainties of the Safety Factor of Spillway Base Plate Stability Against Sliding on Rockfill Dam Body;
堆石坝坝体溢洪道底板抗滑稳定性风险分析
15.
Gravity dam deep anti-slip stability analysis of the rigid limit balance method
刚体极限平衡法的重力坝深层抗滑稳定分析
16.
Study on the Stability Against Deep Sliding and Searching the Slip Surface of Gravity Dams;
重力坝的抗滑稳定及滑动面搜索研究
17.
Study on Stability against Deep Slide with Multiple Slip Planes
多滑动面深层抗滑稳定求解方法探讨
18.
Dam Shoulders Anti-sliding Stability Investigation for Baihetan Hydropower Station on Jinsha River
金沙江白鹤滩水电站坝肩抗力体抗滑稳定性研究