1.
Analyses on the Causation of Rock Side Slope Whole Instability of Flat-bed Planefault
试论缓倾顺层岩石边坡整体失稳之成因
2.
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
3.
Stability Analysis and Support Effectiveness Assessment of Low-angle Rock Mass Bedding Slope
缓倾角顺层岩质边坡稳定性分析与支护效果评价
4.
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
5.
STUDY ON MECHANISM OF DEFORMATION FAILURE OF A LOW-ANGLE DIP BEDDING SLOPE OF NATIONAL HIGHWAY NO.108 BY PHYSICAL SIMULATION METHOD
国道108线某段缓倾角顺层边坡变形破坏机制物理模拟研究
6.
Developing Mechanism and Hazard Alarming System for Collapse of Rock Slope with Genele Dip Along Highway in Three Gorgges Reservoir Region
三峡库区公路缓倾角岩层边坡崩塌机理及警报系统
7.
STUDY ON TOPPLING DEFORMATION AND FAILURE CHARACTERISTICS OF STEEP BEDDING ROCK SLOPE
陡倾顺层岩质斜坡倾倒变形破坏特征研究
8.
The Influence of Rock Layer Thickness on the Instability of Rock Bedded Slopes
岩层厚度对顺层岩质边坡失稳机理的影响
9.
Study on Stability and Designing of Consequent Bedding Rock Cut Slope;
顺层岩质边坡稳定性及工程设计研究
10.
Research on the Preventions Measures and the Stability Analysis of Rock Slope with Bedding Planes;
顺层岩质边坡稳定性分析与防治研究
11.
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
12.
Interface with weak structure of the bedding slope instability boundary layer research
含软弱结构面的顺倾层边坡失稳边界的研究
13.
The plateau sloped down, to the south, toward outcroppings of rock that gave the landscape a chaotic look
高原缓缓地倾斜下去，南边为一片露出地面的岩层，呈现出一种乱石嶙峋的地貌。
14.
INFLUENCE OF INTERSECTION ANGLE BETWEEN TREND OF SLOPE AND STRATA ON STABILITY OF BEDDING SLOPE
顺向坡岩层倾向与坡向夹角对斜坡稳定性的影响
15.
Typical Failure Modes and Identification of Low-angled Stratofabric Rock Slope
缓倾层状高边坡典型破坏模式及宏观判据研究
16.
Research on Hydraulic and Stress-Seepage Coupling Properties of Rock Bedding Slopes;
岩质顺层边坡水力特性及双场耦合研究
17.
Study on Stability and Support of Consequent Bedding Rock Slope;
顺层岩质边坡开挖稳定性及其支护措施研究
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