1.
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。
2.
Study on Stability against Deep Slide with Multiple Slip Planes
多滑动面深层抗滑稳定求解方法探讨
3.
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
4.
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
5.
The dilator muscles derived from the anterior pigment epithelium andremained in continuity with it.
色素上皮前层细胞向基质深层发出平滑肌突.
6.
Slippery Mold Construct of Internal Shaft Lining in Freezing Shaft on Large Sectio Thick Surface Soil
大断面深厚表土层冻结井筒内层井壁滑模施工
7.
Layered-Slipping Model for Bending Stress Analysis of Stay Cables;
考虑分层滑移的斜拉索弯曲应力分析
8.
The application of deep seated displacement detection technology in landslide hurry-up
深部位移监测技术在滑坡抢险中的应用
9.
Deep stability calculation against sliding of multi sliding-surface in the dam foundation of DAPEIN(Ⅰ)Hydropower Station in Burma
缅甸DAPEIN(Ⅰ)水电站坝基多滑动面深层抗滑稳定计算
10.
The Sliding Stability of the Deep Layer Foundation of Tong Jie Zi Power Station with Respect to Strength
铜街子水电站坝基深层抗滑稳定性分析
11.
Stability Analysis Against Deep Sliding of the Dam Foundation of Two Dam Section for Xiangjiaba Hydropower Station;
向家坝水电站两个坝段坝基深层抗滑稳定分析
12.
A New Analysis Method for Gravity Dam Stability Against Deep Sliding--Dynamic Coefficient Method;
重力坝深层抗滑稳定分析新法——动力系数法
13.
Research on the Embedded Depth of Anti-Slide Pile in Xigeda Rock;
昔格达组地层中抗滑桩的嵌固深度研究
14.
The Gas Film Lubrication Characteristic Analysis with the Variation of Magnetic Head Bearing Surface Recess
磁头承载面结构层深度对气膜润滑性能的影响
15.
Gravity dam deep anti-slip stability analysis of the rigid limit balance method
刚体极限平衡法的重力坝深层抗滑稳定分析
16.
Investigation on stability against deep level sliding of Xiangjiaba hydrostation gravity dam
向家坝水电站重力坝深层抗滑稳定性研究
17.
Analysis on the deep anti-sliding stability of concrete gravity dam foundation by FLAC strength reduction method
用强度折减方法分析重力坝深层抗滑稳定性
18.
The deep stability against sliding analysis of the No.18 dam of Wudu reservoir
武都水库18号坝段深层抗滑稳定性分析