end-bearing pile meaning in English
端承椿
深基础点承桩（台）
深基础端承桩
Examples
- End - bearing pile
深基础点承桩台 - At first , based on the results of field pile tests , conclusions are made that the resistance of expanded branches or plates behaves mainly as end - bearing force , and this new type of pile can be classified as multi - end - bearing piles with friction
首先，通过现场试验结果，深入分析了挤扩支盘桩单桩的荷载传递机理，指出挤扩支盘桩的支盘阻力主要体现端承力的性质，并将挤扩支盘桩定性为摩擦多支点端承桩。 - Novak layer method is introduced to obtain the vertical dynamic impedances of both an end - bearing pile and a floating pile in a homogenous stratum . and the vertical dynamic impedances of single pile are analyzed in homogenous elastic soil , inhomogenous viscoelastic soil homogenous viscoelastic soil . at the same time , the factors to influence the impedances of single pile are examined
本论文采用novak薄层法，推导了在均质地基中，端承单桩和摩擦单桩的动阻抗；并全面分析和对比了均质弹性、均质粘弹性和非均质粘弹性地基模型中的单桩的动力阻抗，考察了各种因素对单桩动力阻抗的影响程度。 - Secondly , on the basis of the theory of rayleigh - love bar , the longitudinal vibration of a large diameter end - bearing pile in saturated soil is investigated considering transverse inertial effect . the vibration of pile considering transverse inertial effect is different from the one not considering this effect significantly at a smaller slenderness
2 、根据rayleigh - love杆理论，计及桩身的径向变形，研究了饱和土中考虑横向惯性效应的大直径嵌岩桩纵向耦合振动理论，分别在考虑与不考虑横向惯性效应下，比较了大直径桩纵向振动的特性。