1) equivalent pile
等效桩
1.
Based on practice of offshore engineering and deflection characteristics of single pile under horizontal load, this paper presents a new physical model and calculation formula for the equivalent pile.
基于近海工程实践和水平荷载作用下单桩的变形特征,本文介绍了等效桩的一种新的物理模型和计算公式,并结合实例,详细阐述了这种等效桩的计算方法。
2.
Different kinds of simplification methods are determined using Equivalent Pile Principle and Elastic Foundation Plate Principle which means building different finite element models to simulate boundary condition of the legs.
利用等效桩以及弹性基础板原理,确定不同边界条件的简化方法,并利用ANSYS建立相应的有限元模型进行分析。
2) equivalent pile stub
等效桩段
3) equivalent pile length
等效桩长
4) equivalent axial rigidity of single pile
单桩等效轴向刚度
1.
The equivalent axial rigidity of single pile in friction pile group is proposed.
提出了摩擦群桩中单桩等效轴向刚度的概念 ,建议采用现场实测数据确定之 ;并运用这一概念分析了桥梁桩基础设计中的绝对刚性承台假定的适用性 ,探讨了摩擦群桩与嵌岩群桩承载机理的不
5) pile-soil-pile effect
桩–土–桩效应
6) pile group equivalent
群桩等代
补充资料:比等效百万吨数