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

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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

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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

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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

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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

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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。

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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

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Study on dynamic stability of arch dam abutment

浅论拱坝坝肩抗震稳定

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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

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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

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Analysis method on stability reliability of arch dam abutment

拱坝坝肩稳定可靠度分析方法探讨

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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

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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

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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

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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

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Distribution of Arch Abutment Forces in Condition of Overload

拱坝超载过程中的拱端力分布规律

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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。

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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

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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

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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。

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