堤下 meaning in Chinese

teika
tsutsumishita

There are two parts in this paper . the first part studies the deformation behavior of soft soil under embankment by laboratory model test . in the tests , we mainly considered a few factors , such as depth of soft soil , the magnitude and rate of loading , and its slope angle etc , which effected on the deformation of soft - soil foundation
本文分为两个部分，第一部分是通过室内模型试验对路堤下软土地基的变形特性进行了再认识，在试验中考虑了软土层的厚度、荷载大小和加荷速率以及软土层的倾斜等几个因素对软土地基的侧向变形和竖向变形的影响。
This article analyses the reinforcement mechanism of pile - net composite foundation mainly , combining natural equilibrium arch theory and reinforced cushion tension membrane theory to deduce the calculation formula of the stress ratio of pile - soil in the pile - net composite foundation under embankment
本文主要对桩网复合地基的加固机理进行分析，并结合自然平衡拱理论和加筋垫层拉膜效应理论推导出路堤下桩网复合地基桩土应力比计算公式，同时分析了各设计参数变化对桩土应力比的变化规律。