1.
Determination of shear strength parameters for stability check of Dayantang landslide
大岩淌滑坡稳定复核抗剪强度参数的取值研究
2.
Numerical simulation of the unsaturated seepage field in the Dayantang landslide under the condition of fog rain
雾雨作用下大岩淌滑坡非饱和渗流场数值模拟
3.
Influence of Atomized Rain of Shuibuya Hydraulic Power Project on Groundwater Distribution of Dayantang Landslide
泄洪雾化降雨对水布垭大岩淌滑坡地下水分布的影响研究
4.
DETERMINATION WARNING METHOD FOR PROGRESSIVE FAILUREPROPAGATION OF SLIDING ZONE OF DAYANTANG TALUS LANDSLIDE
大岩淌堆积体滑坡滑带渐进破坏传播的确定性预警方法
5.
Rapid melting of the snow saturated debris in a large landslide.
积雪的急剧融化使大滑坡中的岩屑饱和。
6.
Problems of rock-soil mechanics on responsibility cognizance of great loess landslide
特大黄土滑坡事故责任认定中的岩土力学问题
7.
The rockmass safety monitoring in hydroelectric project is made mainly for rock foundation of dam, surrounding rockmass of underground chambers, artificial slope and natural slide, etc.
水电工程岩体安全监测的对象主要有大坝岩基、地下洞室围岩、人工边坡和天然滑坡等。
8.
Analysis of mechanical parameters of slip surface for basalt landslide in Yunnan
云南玄武岩滑坡滑动面力学参数分析
9.
Analysis and Research of Anti-slide Pile in the Rock Landside
抗滑桩在岩质滑坡治理中的分析研究
10.
A fall or slide of a large mass, as of snow or rock, down a mountainside.
雪崩，山崩大块物质如雪或岩石，沿着山坡降落或下滑
11.
And the characteristics of homogeneous loess landslide and loess-mudstone cutting layer landslide are high sliding velocity, long sliding distance and high stability after sliding except its scarp.
黄土层内滑坡、土泥岩切层滑坡的滑速高、滑距长,滑体稳定性高。但后壁不稳定,易再次滑动。
12.
Reasons and treatment of slope rock down sliding in Miaogou Iron Ore Mine
庙沟铁矿边坡岩体滑坡原因分析及治理措施
13.
The applicability study of cutting bulk on the single glide plane rock slope regularization
削坡在单滑动面岩质边坡治理中的适用性研究
14.
Research on Bedding Landslide Form K28 to K32 of the Changzhi to Jincheng Express Highway;
长晋高速公路K28～K32顺层岩质滑坡研究
15.
MODEL OF HYDRODYNAMIC START-UP FOR PREDICTION OF ROCK LANDSLIDE
岩质滑坡的时间预报与水力启动模型
16.
Application of Anchor-cable Lattice Beam in Rock Landslide
锚索格构梁在岩质滑坡治理中的应用
17.
Inverse Analysis of Sliding Zone Parameters in Qianchanggou Slope of Guanyinyan Hydropower Station
观音岩水电站铅厂沟滑坡滑带参数反演分析
18.
The characteristics of loess interface landslide and loess-mudstone layer plane landslide are low sliding velocity, short sliding distance and low stability after sliding.
黄土接触面滑坡、土泥岩顺层滑坡的滑速低、滑距短,滑体具有稳定性差、活性强的特点。