1.
Study on the Deformation Properties and Key Factors of Layered Rock Mass;
锦屏电站层状岩体高边坡变形特性及其关键因素研究
2.
Research of HSMR Fast Evaluation System for Stratiform Rock Slope of High-Grade Highway in Mountain Area;
山区高等级公路层状岩质边坡稳定性HSMR快速评价体系研究
3.
Research on Mechanical Mechanism of Low-Angle Dip Bedded Rock Slope Failure Regularity;
缓倾角层状岩体边坡破坏规律的力学机理研究
4.
Analysis for Long-short Compound Bolt Reinforcement in Layer Rock Slope
层状岩体边坡长短复合锚杆加固的稳定性分析
5.
STABILITY EVALUATION OF SURFACE ROCK BLOCKS IN HIGH SLOPE UNDER BLASTING
爆破影响下岩质高边坡浅表层块体稳定性研究
6.
Study on the Stratification Cracking Effect of the Layered Rock Slope Caused by Blasting and Its Influence on the Stability of Layered Slope;
层状岩体爆破的层裂效应及其对顺层边坡稳定性的影响研究
7.
Stability Analysis and Research of Support Measures for High-Steep Massive Rocky Slope;
块状岩体高边坡稳定性分析及支护措施研究
8.
The Key Mechanical Parameters Determination of Rock Mass for the Slope Engineering in Red Stratum s Region;
红层软岩边坡关键岩体力学参数确定
9.
Stability of stratified rock slope in Zhu-Cheng road
竹城公路层状岩质边坡的稳定性研究
10.
Study on Monitoring and Prediction of Layered Rock Slope Stability of Highway in Mountainous Region;
山区高速公路层状岩质边坡稳定性监测与预测方法研究
11.
Point out that instability destruction of bluff stratum slope has osculating correlation with the rheology character of rock.
指出层状直立边坡的屈曲失稳与岩体的流变性质密切相关。
12.
Study on the Failure Mechanism and Safety of Layered Rock Slopes Subjected to Dynamic Loads
动荷载作用下层状结构岩体边坡变形破坏机理与安全研究
13.
STABILITY AND STRENGTHENING ANALYSES OF SLOPE ROCK MASS CONTAINING MULTI-WEAK INTERLAYERS
多层软弱夹层边坡岩体稳定性及加固分析
14.
Applied Research on the Instability and Stabilization of Dip Bedded Rock Slopes;
顺倾层状岩石路堑边坡失稳与加固的应用研究
15.
Overview of Toppling Failure Mechanism of Countertendency Layered Rock Slopes
反倾层状岩质边坡倾倒变形破坏机理综述
16.
Three-dimensional stability analysis of stratified rock slope based on ubiquitous-joint model
层状岩质边坡遍布节理模型的三维稳定性分析
17.
Study on Structural Plane Rapid Investigation and Stability Evaluation of High Rock Slope
岩质高边坡岩体结构面快速调查及稳定性评价
18.
Analysis with FEM on Bedding Rock Cutting Slope Supported by Anchors;
顺层岩体路堑边坡锚杆支护的有限元分析