The 3-D stability analysis for arch dam abutment

The Geomechanical Model Test on Stability of Arch Dam Abutment under Complex Geological Conditions

复杂地质条件下拱坝坝肩稳定地质力学模型试验研究

Improved FEM based on dynamic contact force method for analyzing the stability of arch dam abutment

基于动接触力法的拱坝坝肩抗震稳定有限元分析

Rigid Block Ultimate Equilibrium Multiple Item Coefficients Method for Arch Dam Abutment Stability Analysis

拱坝拱座稳定的刚体极限平衡法的分项系数分析

The Effect of Karst Cavity on the Stability of Arch Dam Abutment

岩溶洞穴对拱坝坝肩稳定性的影响

Study on thrust angles of high arch dam abutment during overloading

超载过程中高拱坝坝肩推力角的研究

The stability analysis of arch dam abutment rock mass include numerical method analysis and model experiment analysis.

拱坝坝肩岩体的稳定分析方法包括数值分析法和模型试验法。

Analysis on the reliability of the arch dam abutment stability based on stochastic finite element

基于随机有限元的拱坝坝肩稳定可靠度分析

Study on dynamic stability of arch dam abutment

浅论拱坝坝肩抗震稳定

Gravity arch dam abutment rock stability and its engineering treatment measurements

重力拱坝坝肩岩体稳定与工程处理对策

3D numerical simulation on deformation and stability of high arch dam abutment

高拱坝坝肩岩体变形稳定性的三维数值模拟

Analysis method on stability reliability of arch dam abutment

拱坝坝肩稳定可靠度分析方法探讨

Review on Dynamic Stability Analysis of Rock Mass in High Arch Dam Abutment

高拱坝坝肩岩体动力稳定性分析综述

Temperature Field in Arch Dam Abutment with Influence of Seepage Field

渗流场对拱坝拱端温度场的影响

3D numerical analysis on combined action of arch abutment and slope ground with joints in Three Gorges Reservoir Area

三峡库区斜坡节理岩体地基与主拱台共同作用的三维数值分析

The Study on Experiments of a Geological Mechanics Model with Three Dimensions for the Stability of an Arch Abutment

拱坝坝肩稳定的三维地质力学模型试验研究岩石力学CT技术概述

Distribution of Arch Abutment Forces in Condition of Overload

拱坝超载过程中的拱端力分布规律

This paper studies the stability of arch abutment by using the finite element method.

本文采用有限元法，研究了拱坝坝肩稳定问题。

Using MatLab software for deducing safety factor of point shearing resistance on the arch abutment space

利用MatLab软件推导拱座空间点抗剪安全系数

Application and Research of Three-dimensional Modeling in Stability Analysis for Arch Abutment

三维建模在拱座稳定分析中的应用研究

The successful control of the arch axis proves that invariable cable method is effective in hoisting CFST arch ribs into arch bridge with proper camber.

大跨度拱桥施工可以采用的一种方法是悬臂浇注，它采用挂篮施工，并张拉扣索对裸拱线形控制。