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CFG桩复合地基压缩模量计算方法探讨
引用本文:刘来新.CFG桩复合地基压缩模量计算方法探讨[J].探矿工程,2012,39(8):57-60.
作者姓名:刘来新
作者单位:北京爱地地质勘察基础工程公司,北京100144
摘    要:CFG桩法在高层及多层建筑的地基处理中已有许多成功实例,在变形计算中,《建筑地基处理技术规范》(JGJ 79-2002)推荐使用复合模量法,并提供了计算复合土层压缩模量的应力比法公式。这里通过复合地基载荷试验资料,提出一种改进的面积比法公式。应用该法计算的复合地基沉降值,与建筑物的沉降观测值有较好的吻合度。

关 键 词:CFG桩复合地基  复合土层压缩模量  应力比法  面积比法
收稿时间:2012/3/25 0:00:00
修稿时间:2012/8/5 0:00:00

Discussion on Calculation Method of Compression Modulus of CFG Pile Composite Foundation
LIU Lai-xin.Discussion on Calculation Method of Compression Modulus of CFG Pile Composite Foundation[J].Exploration Engineering(Drilling & Tunneling),2012,39(8):57-60.
Authors:LIU Lai-xin
Institution:LIU Lai-xin ( Bei- jing Aidi Geotechnical Investigation & Foundation Engineering Company, Beijing 100144, China)
Abstract:CFG pile has many successful engineering cases in ground treatment of high buildings. Composite modulus meth- od is recommended by "Technical Code for Ground Treatment of Buildings" JGJ 79 -2002 in deformation calculation with stress ratio method formula of composite earth layer compression modulus. In this paper, a modified formula of area ratio method is put forward based on the loading test data of composite foundation. The composite foundation settlement value calculated by this method has a good agreement with the building settlement observation value.
Keywords:CFG pile composite foundation  compression modulus of composite earth layer  stress ratio method  area ratio method
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