1.
Analysis of axially loaded pile in layered soils by boundary element method
层状地基中轴向受荷单桩的边界元法分析
2.
ANALYSIS OF AXIALLY LOADED SINGLE PILE AND PILE GROUP IN NON-HOMOGENEOUS SOIL
轴向荷载作用下非均匀地基中单桩及群桩分析
3.
RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE
降水沉降对竖向受荷单桩的影响研究
4.
Research on Axial Loading-Settlement Curve of Super-Long Bored Single Pile;
超长钻孔灌注单桩轴向荷载—沉降曲线研究
5.
Research of Laterally Loaded Pile Groups Based on p-y Curve of Lateral Single Pile;
基于单桩p-y曲线的侧向受荷群桩性状预测和研究
6.
Four pionts angle contact ball bearing is separable bearing,it can be subject to bi-directional load and have the function of both single row and double rows bearings.
四点接触球轴承为可分离型轴承，可承受双向轴向载荷，并有单列和双列角接触球轴承的功能。
7.
Numerical investigation on interaction of axial and lateral response for super-long pile
轴-横向荷载作用下超长桩数值模拟
8.
Study on Action Mechanism and Mechanical Properties of Single Pile on Slope with Double-sided Load
双向荷载作用下斜坡上单桩作用机理与受力特性研究
9.
Mechanical Behavior of Spherical Plain Bearing Joint under Uni-directional Load
单向载荷作用下向心关节轴承球铰节点的受力性能
10.
There is stop groove in the bearing outer ring or it is simultaneously matched with snap rong.
使用在对轴承向限位精度要求不高又限们结构简单的场合.不能承受轴向载荷.
11.
Experimental Research of the Behaviour of Axially and Laterally Loaded Flexible Pile.;
纵横向同时受荷桩工作性状试验研究
12.
Deep groove ball bearings mainly take radial load as well as take moderate axial load.
深沟球轴承主要承受径向载荷，也可承受一定量的轴向载荷。
13.
Analysis of Nonlinear Deformation of Pile Groups under Horizontal Load by Pile Load Test
由单桩载荷试验预测水平受荷群桩的非线性变形
14.
Studies on Bearing and Deformation Mechanism and Shaft Resistance Degradation of Super-long Piles under Vertical Loading;
竖向受荷超长桩承载变形机理与侧阻软化研究
15.
The Experimental and Numerical Analysis of Pile Foundations Behavior under Inclined Loadings
斜向受荷桩工作性状试验与数值分析研究
16.
Research on Improvement of Finite Difference Method for Laterally Loaded Piles
对侧向受荷桩有限差分解法的改进研究
17.
VISCOELASTIC DEFORMATION MECHANISM OF SOIL-PILE INTERACTION SUBJECTED TO HORIZONTAL LOADS
横向受荷桩基-土体共同作用黏弹性分析
18.
A METHOD FOR SIMULATING THE END-BEARING BEHAVIOR OF AXIALLY LOADED PILES IN SANDY SOILS
砂性土中桩端竖向受荷性状的模拟方法