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1.
Research on Deep and Shallow Anti-sliding Stability Analysis Methods of Gravity Dam and Engineering Application;
重力坝深浅层抗滑稳定分析方法探讨及其工程应用
2.
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
3.
The Sliding Stability of the Deep Layer Foundation of Tong Jie Zi Power Station with Respect to Strength
铜街子水电站坝基深层抗滑稳定性分析
4.
Stability Analysis Against Deep Sliding of the Dam Foundation of Two Dam Section for Xiangjiaba Hydropower Station;
向家坝水电站两个坝段坝基深层抗滑稳定分析
5.
A New Analysis Method for Gravity Dam Stability Against Deep Sliding--Dynamic Coefficient Method;
重力坝深层抗滑稳定分析新法——动力系数法
6.
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
7.
Investigation on stability against deep level sliding of Xiangjiaba hydrostation gravity dam
向家坝水电站重力坝深层抗滑稳定性研究
8.
Analysis on the deep anti-sliding stability of concrete gravity dam foundation by FLAC strength reduction method
用强度折减方法分析重力坝深层抗滑稳定性
9.
The deep stability against sliding analysis of the No.18 dam of Wudu reservoir
武都水库18号坝段深层抗滑稳定性分析
10.
Deep stability calculation against sliding of multi sliding-surface in the dam foundation of DAPEIN(Ⅰ)Hydropower Station in Burma
缅甸DAPEIN(Ⅰ)水电站坝基多滑动面深层抗滑稳定计算
11.
Determination of Safety Factor in the Nonlinear Stability Analysis of Gravity Dams
论坝体深层抗滑稳定问题非线性分析中安全度的确定
12.
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
13.
Analysis of Deep Anti-slide of Gravity Dam Based on Nonlinear Finite Element Method;
重力坝深层抗滑稳定问题的非线性有限元法研究
14.
Research on Dam Base Against Sliding Stability of Wudu Gravity Dam by Model Test and Calculation;
武都重力坝深层抗滑稳定模型试验和数值分析研究
15.
Analysis of Seepage and Stability Against Deep Sliding for the Gravity Dam on Complex Foundation;
复杂坝基上重力坝的渗流分析及深层抗滑稳定性安全评价
16.
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
17.
Analysis of anti-sliding stability in deep foundation of Xiangjiaba gravity dam based on interface element method
基于界面元法的向家坝重力坝深层抗滑稳定分析
18.
Analyze main dam foundation deep slide stability with Monte Carlo method for Baise Multipurpose Dam Project
采用蒙特卡洛法研究百色水利枢纽主坝坝基深层抗滑稳定