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Analysis of Deformation Rule of Cement-soil Pile Composite Foundation Under Embankment Load

机译:路堤荷载下水泥土桩复合地基变形规律分析

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摘要

Based on finite element numerical calculation method,the paper systematically analyzes the effect of the fill height,the fill modulus,the length of pile and the pile modulus on the deformation of cement-soil pile composite foundation.It shows that the fill height and the pile length have greater influence on the surface settlement and the ground lateral displacement,which are the major influential factors of composite foundation deformation;the fill modulus and the pile modulus have little influence,which are the minor factors influenced on the deformation of foundation.
机译:基于有限元数值计算方法,本文系统地分析了填充高度,填充模量,桩长度和桩模对水泥土桩复合地基变形的影响。填充高度和填充物桩长对表面沉降和地面横向位移具有更大的影响,这是复合地基变形的主要影响因素;填充模量和桩基模量几乎没有影响,这是影响基础变形的少数因素。

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