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广州软土的工程特性及地基处理方法的对比研究
引用本文:周龙翔,童华炜,王梦恕,张顶立.广州软土的工程特性及地基处理方法的对比研究[J].北京交通大学学报(自然科学版),2006,30(1):17-20.
作者姓名:周龙翔  童华炜  王梦恕  张顶立
作者单位:北京交通大学,土木建筑工程学院,北京,100044;广州大学土木工程学院,广东,广州,510405;广州大学土木工程学院,广东,广州,510405;北京交通大学,土木建筑工程学院,北京,100044
基金项目:广东省广州市教育局科研项目
摘    要:通过对大量广州软土的试验资料分析,总结出广州软土的工程特性并与上海软土进行对比.广州软土具有厚度变化大、含水量高、孔隙比大、压缩性高、抗剪强度低、夹有较多的粉细砂、与其它地区软土相比固结速度快的特点.针对广州软土的工程特性并结合京珠高速公路广珠段软土地基试验工程的多种地基处理方法的对比研究提出,广州软土地基采用排水固结法处理效果良好;采用深层搅拌桩处理后,沉降量减小为原地基沉降量的20%左右,且沉降在加载后120 d已基本完成,深层搅拌桩法为快速处理广州软土地基的有效方法.

关 键 词:广州软土  工程特性  地基处理方法  对比研究
文章编号:1673-0291(2006)01-0017-04
收稿时间:2004-12-29
修稿时间:2004年12月29日

Study on the Engineering Properties and the Suitable Treatment Methods of Guangzhou Soft Soil
ZHOU Long-xiang,TONG Hua-wei,WANG Meng-shu,ZHANG Ding-li.Study on the Engineering Properties and the Suitable Treatment Methods of Guangzhou Soft Soil[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,2006,30(1):17-20.
Authors:ZHOU Long-xiang  TONG Hua-wei  WANG Meng-shu  ZHANG Ding-li
Institution:1. School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. College of Civil Engineering, Guangzhou University,Guangzhou 510405 ,China
Abstract:The typical engineering characteristics of Guangzhou Soft Soil are summarized and a comparison between Guangzhou Soft Soil and Shanghai Soft Soil is shown. Varied depth, high water content, high void ratio, high compressibility, low shear strength and especially high consolidation coefficient are typical characteristics of Guangzhou Soft Soil. On the basis of the characteristics of Guangzhou soft soil and the contrast between ground treatment methods in Guangzhou-Zhuhai expressway, more suitable ground treatment methods for Guangzhou Soft Soil are proposed. Consolidation and deep mixing pile are more effective ground treatment methods. The settlement of treated ground by deep mixing method is about 20 % settlement of the same ground untreated and it is completed in 120 days.
Keywords:Guangzhou Soft Soil  engineering characteristics  ground treatment methods  contrast research
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