1.
Stability Analysis of the Malinyan Slope Lies in the Dam Erea of Xuanping Hydropower Station Considering Water-Fog Influnce;
考虑泄洪雾化条件下漩坪水电站坝区马铃岩滑坡稳定性分析
2.
EARTHQUAKE REACTIVATION EFFECTS AND STABILITY STUDY OF MALINGYAN LANDSLIDE IN TANGJIASHAN DAMMED LAKE
唐家山堰塞湖库区马铃岩滑坡地震复活效应及其稳定性研究
3.
Economy in Panama Continues to Slide
巴拿马经济继续滑坡
4.
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
5.
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
6.
Analysis on monitoring of deep displacement in Mayanpo potential landslide
马延坡滑坡体深部位移监测成果分析
7.
Study on Treatment Project and Antiskid Key of Sanmashan Landslide;
三马山滑坡防治方案及阻滑键的研究
8.
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。
9.
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
10.
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
11.
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
12.
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
13.
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
14.
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
15.
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。
16.
Study on the Stability of Shangma Village Landslide in Wuhu-Tongling Highway
芜铜高速公路上马村滑坡稳定性研究
17.
A Engineering Feasibility Study of Rock Bank Slope at Mashuihe River Bridge Site;
马水河桥位斜坡岩体工程适宜性研究
18.
The deep-seated weak layer S1 under the slope may lead deep sliding.
场区斜坡三面临空，岩层顺坡向，浅层滑坡体发育，深部分布有S1软弱层，存在著深层滑移问题。