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减沉桩与土相互作用机理的工程实例与有限元分析
引用本文:郑刚,刘润.减沉桩与土相互作用机理的工程实例与有限元分析[J].天津大学学报(自然科学与工程技术版),2001,34(2):209-213.
作者姓名:郑刚  刘润
作者单位:郑刚(天津大学建筑工程学院,天津 300072)       刘润(天津大学建筑工程学院,天津 300072)
摘    要:以现场实验为基础,开发了二维弹性有限元程序,用于模拟桩土复合地基的工作过程,对桩土应力随荷载变化、桩土共同作用机理、桩土荷载分担比的变化过程及褥垫层的作用进行了分析,得出了的结论可用于指导工程实践。

关 键 词:减沉桩  褥垫层  桩土共同作用  桩土荷载分担比  有限元分析  作用机理  桩土应力
文章编号:0493-2137(2001)02-0209-05
修稿时间:1999年12月22

CASE STUDY AND FINITE ELEMENT ANALYSIS ON THE INTERACTION BETWEEN SOIL AND SETTLEMENT REDUCING PILE FOUNDATION
ZHENG Gang,LIU Run.CASE STUDY AND FINITE ELEMENT ANALYSIS ON THE INTERACTION BETWEEN SOIL AND SETTLEMENT REDUCING PILE FOUNDATION[J].Journal of Tianjin University(Science and Technology),2001,34(2):209-213.
Authors:ZHENG Gang  LIU Run
Abstract:Based on the in situ experimental data,a finite element analysis method was developed to simulate the interaction between soil and the settlement reducing piles.The test data were sorted out and the stress development in the piles and nearby soils was analyzed.Meanwhile,the mechanism of pile-soil interaction and the bearing ratios in piles and soils were analyzed in great details.This approach can be valuable to the engineers in their design practice.
Keywords:settlement reducing pile  bedding layer  pile-soil interaction  bearing ratio in piles and soil  FEM
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