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CFG桩复合地基褥垫层的合理厚度确定方法研究
引用本文:贾瑞杰,隆威,於法明.CFG桩复合地基褥垫层的合理厚度确定方法研究[J].探矿工程(岩土钻掘工程),2006,33(4):5-7.
作者姓名:贾瑞杰  隆威  於法明
作者单位:1. 中南大学勘察与基础工程研究所,湖南,长沙,410083
2. 广州市建筑科学研究院,广东,广州,510440
摘    要:在CFG桩复合地基设计中,褥垫层的厚度设计是一个重点,它是复合地基承载力能否全部发挥的关键因素之一。但其设计上基本是靠经验取值,缺少理论根据。从理论方面入手,推导了褥垫层厚度的理论计算方法,给出了最佳垫层厚度、桩土应力比的解析表达式。

关 键 词:CFG桩复合地基  承载力  褥垫层厚度  桩土应力比  压缩模量
文章编号:1672-7428(2006)04-0005-03
收稿时间:2005-09-26
修稿时间:2005年9月26日

Research on the Method of Rational Thickness of Cushion of CFG Pile Composite Foundation
JIA Rui-jie,LONG Wei and YU Fa-ming.Research on the Method of Rational Thickness of Cushion of CFG Pile Composite Foundation[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(4):5-7.
Authors:JIA Rui-jie  LONG Wei and YU Fa-ming
Affiliation:Central South University;Central South University;Guangzhou Architecture Science Research Institute
Abstract:CFG pile composite foundation is used to deal with weak foundation,it can increase the bearing capacity, and reduce the foundation settlement. In the process of designing CFG pile composite foundation, thickness of cushion is very important. It is one of most important factors in the bearing capacity of CFG pile composite foundation. But there is no theory method in designing the thickness of cushion. This article, based on the theory research, elicits the theory method of rational thickness of cushion. It offers expressions about the rational thichness of cushion and pile-soil stress ratio.
Keywords:CFG pile composite foundation  bearing capacity  thickness of cushion  pile-soil stress ratio  modulus of compressibility
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