1.
Model of assessing shallow planar landslide of forested soil side slope
造林土质边坡浅层平面滑坡模型的初步研究
2.
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。
3.
Study on plane instability model and failure criterion of horizontal-strata landslide
近水平地层滑坡平面失稳模型与破坏判据研究
4.
Fold line plane was more suitable than the circular slip plane for the shallow slide.
对于膨胀土边坡的浅层滑动面，采用折线滑动面比圆弧滑动面更接近于实际情况。
5.
Searching for Slip Surface and Stability Analysis of Colluvial Slope
堆积层滑坡滑动面搜寻及稳定性评价
6.
Research on the Paragraph Long Straight Downhill Asphalt Pavement Anti-sliding Performance
超长连续下坡沥青面层抗滑性能研究
7.
Analysis on the space of circular micro-piles in plannar failure
微型圆桩加固平面滑坡的桩间距分析
8.
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。
9.
Calculation of earth load on landslide retaining structure based on planar sliding
从平面滑动思考滑坡支挡结构荷载计算
10.
Effects of Soil Water Content on Soil Shearing Strength to Different Soil Layer of Shallow Landslide
土壤含水率对浅层滑坡体不同层次土壤抗剪强度的影响
11.
Rheological Experimental Study and Mechanism Research on Gentle-dipped Landslides of Jurassic Red Strata in Wanzhou City;
万州区红层岩土流变特性及近水平地层滑坡成因机理研究
12.
Characteristic of Safety Coefficient of Dangerous Sliding Circle Surface in Monolayer or Multilayer Simple Soil Slope
单层或多层简单土坡的圆弧滑动面的安全系数特征
13.
A New Method to Determine Safety Factor of Plane Sliding Uniform Slope Based on Elastic Limiting Equilibrium Theory
一种确定平面滑动型均质边坡安全系数的弹性极限平衡方法
14.
Study on Mechanism of Landslides in Horizontal-strata in WanZhou, ChongQing City, Three-Gorges Reservoir;
三峡库区重庆市万州区近水平地层滑坡成因机理研究
15.
Destruction is caused by landslides to the roadbeds and the underlining parts of the ring expressway surface of Suzhou City.
苏州绕城高速公路因山体滑坡造成路基、路面基层破坏。
16.
Study on the Design for Asphalt Mixture Paving on Bridge Deck with Longitsdinal Slope
长大纵坡桥面铺装抗滑表层的沥青混合料稳定性设计研究
17.
Minimal potential energy method for analyzing slope stability of arbitrary sliding surface on a single stratum
单一地层任意滑移面的最小势能边坡稳定性分析方法
18.
Analysis on Mode Experiment of Large Consequent Slope's Instability
长大顺层滑坡滑移失稳模型实验分析