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1.
Stability Anslysis of Underground Cavern of Jiangping River Hydropower Station and Support Measure
江坪河电站地下洞室稳定性分析及支护措施
2.
GREY RELATION ANALYSIS OF PARAMETER SENSITIVITY OF CAVERN STABILITY BASED ON 3D ELASTOPLASTIC FINITE ELEMENTS
基于三维弹塑性有限元的洞室稳定性参数敏感性灰关联分析
3.
stability of rock mass and soil mass surroundingunderground excavation
地下洞室围岩(土)稳定性
4.
The Study of Stability Evaluation of Surrounding Rockmass of Underground Excavation in the Region with Low Rock Stress;
低地应力区地下洞室围岩稳定性研究
5.
Simulation analysis of stability of crossover caverns with variable cross-section
变截面交叉洞室围岩稳定性仿真分析
6.
Influence of initial stress field on stability of surrounding rock in chambers
初始地应力场对洞室围岩稳定性的影响
7.
Engineering Geological Study on the Stability of Rock Mass Surrounding Large Scale Underground Caverns;
大型地下洞室群围岩稳定性工程地质研究
8.
Stability Analysis on Underground Caverns of Pumped Storage Hydropower Station;
抽水蓄能电站地下厂房洞室群围岩稳定性分析
9.
Numerical Simulation Analysis for Wall Rock Stability of Underground Cavern;
地下洞室围岩稳定性的动态数值仿真分析
10.
Numerical Test on Stability of Surrounding Rock Mass Controlled by Faults in Tunnel Projects;
邻近断层洞室围岩稳定性仿真试验研究
11.
The Study on Wall Rock Stability and Supporting Structure of High-Buried Underground Cavern;
高埋深地下洞室围岩稳定性及支护结构研究
12.
Analyses on the deformation stability of surrounding rock mass of the underground powerhouse chamber group at the Dagangshan hydropower station
大岗山水电站地下厂房洞室群变形稳定性分析
13.
Effect of ubiquitous joints on the stability of surrounding rock mass of multiple underground caverns
遍布节理对地下洞室群围岩稳定性的影响研究
14.
Fuzzy evaluation on surrounding rock stability of the layered rock mass underground cavern
层状岩体地下洞室围岩稳定性的模糊评价
15.
The Rock Stability Analysis of Underground Powerhouse Excavation at a Power Plant
某大型地下厂房洞室开挖围岩稳定性研究
16.
Study on stability of underground chamber in tectonic stress field
构造地应力场中地下洞室的稳定性研究
17.
Analysis on Influence of Fault Location and Strength on Deformation and Stress Distribution of Surrounding Rocks of Large Underground Openings
断层位置及强度对地下洞室围岩稳定性影响
18.
NUMERICAL TEST ON THE STABILITY OF THE SURROUNDING ROCK AND SUPPORT SYSTEM FOR THE RECTANGULAR TUNNEL WITH ARCH CROWN;
城门洞型洞室围岩——支护系统稳定性数值仿真试验研究