1.
Stability Analysis of Deep Foundation Pit Soil Nailing Supporting Structure Based on Finite Element Slip Surface Stress Method
基于有限元滑面应力法的深基坑土钉支护结构稳定性分析
2.
Investigation on Bed Shear Stress in Smooth Open Channels;
光滑壁面明渠紊流壁面切应力的研究
3.
ANALYSIS OF INTERFACIAL SLIP MESOMECHANICS IN ANCHORAGE SECTION OF PRESTRESSED ANCHOR CABLE
预应力锚索锚固段界面滑移的细观力学分析
4.
Research on Stress-Strain Constitutive Relationship for Bionic Non-smooth Wearable Surface;
仿生非光滑耐磨表面应力—应变本构关系研究
5.
Query the validity of《Develop of generalized slide line equation on plane stress question》
《平面应力问题广义滑移线方程的推导》一文质疑
6.
Relationship between the Anomalous Points of Dynamic Response and the Location of Potential Sliding Surface on Section of Soil Slope
土质边坡剖面上动力响应异常点与潜在滑动面位置的关系研究
7.
A Method of Derivation of the Stress Equations for Slip-Line Field in Plane Plastic Strain
平面塑性应变问题中滑移线场应力方程推证的一种方法
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.
Study on the Stability Against Deep Sliding and Searching the Slip Surface of Gravity Dams;
重力坝的抗滑稳定及滑动面搜索研究
10.
The optimize design of roller radius is discussed based on the touch intensit y and the thickness of lube film in this paper.
从接触应力和润滑油膜厚度两方面入手，进行滚子半径的综合设计。
11.
Studying on Microprofile of Optical and Supersmooth Surface Using AFM with Laser Lever
应用激光光杠杆式原子力显微镜研究光学及超光滑表面微轮廓
12.
Dynamic Response and Sliding Isolation of Structures on the Ground Subjected to Underground Explosion Waves;
地下爆炸波冲击下地面结构动力响应及滑移隔震研究
13.
The Discussion About the Adaptability of the Stability Analytical Method Based on the Pre-Definition of the Normal Stress on the Slip Surface
滑面正应力假设的边坡安全系数计算方法的适用性探讨
14.
Sliding friction is independent of the area of surface in contact.
滑动摩擦力于表面接触的面积无关。
15.
Application of "Prestressed Anchor Cable Anti-slide Pile" Method in Treatment of Landslides
预应力锚索抗滑桩在滑坡治理中的应用
16.
Study and application of method for determining slip plane of expansive soil slope
膨胀土滑坡滑动面的确定方法研究与应用
17.
Consequent"y the mechanical behaviors on the anchorage interface were divided into three k nds: elastic, glide and debonding based on the mechanical effect of anchorage body.
根据锚固体的力学效应，将锚固界面上的力学行为分为弹性、滑移和脱粘三种状态；
18.
Study on Pre-Stressed Multi-Anchor-Wire Anti-slide Pile in Large-scale Thick Landslide;
大型厚层滑坡多锚点预应力锚索抗滑桩的研究