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珠江三角洲软土特性与排水固结研究
引用本文:樊克,周华.珠江三角洲软土特性与排水固结研究[J].中国地质灾害与防治学报,2007,18(1):77-80.
作者姓名:樊克  周华
作者单位:1. 广东省地质物探工程勘察院,广东,广州,510800
2. 广东省环境保护工程研究设计院,广东,广州,510140;广州市地质勘察基础工程公司,广东,广州,510140
摘    要:文章对珠江三角洲地区软土工程地质性质进行了研究。结果表明:该地区软土物质成分主要为水族矿物,具有较大的界限含水量,且其微观结构多为絮状链接结构或粒状链接结构,同时还具有土层厚度大,含水量高,灵敏度高,孔隙比、压缩性大,抗剪强度、承载力低等特性。针对该地软土的这一性质,综合比较几种地基加固方法,提出了采用排水固结法来进行软基处理。文中对排水固结法的原理及地基沉降的计算作了简要介绍,以便为实际工程提供一定的理论依据。

关 键 词:软土  高压缩性  排水固结  沉降计算  承载力低  广东珠江三角洲
文章编号:1003-8035(2007)01-077-04
收稿时间:2006-01-18
修稿时间:2006-03-09

Characteristics of the soft clayey soil and its drained consolidation in the Pearl River Delta, Gnangdong Province
FAN Ke,ZHOU Hua.Characteristics of the soft clayey soil and its drained consolidation in the Pearl River Delta, Gnangdong Province[J].The Chinese Journal of Geological Hazard and Control,2007,18(1):77-80.
Authors:FAN Ke  ZHOU Hua
Institution:1. Guangdong Geologic and Geophysical Engineering Reconnaissance Institute, Guangzhou 510800, China 2. Guangdong Environmental Protection Engineering Research and Design Institute, Guangzhou 510140, China; 3. Guangzhou Geologic Reconnaissance Foundation Engineering Co., Guangzhou 510140, China
Abstract:During the period of engineering construction in Pearl River Delta,treatment of soft groundsill is always one of the most troublesome problems.Soft groundsill often looks like fluid.Large thickness,high compressibility,low bearing capacity,low anti-smooth stability,large sedimentation and long time for concretion are all its characteristics.As one of the basic treatment means for soft groundsill,drainage concretion method is efficient and most economical in treating deep thick silage.
Keywords:soft soil  high compressibility  drainage consolidation  settlement calculation  low bearing capacity  Pearl River Delta  Guangdong Province
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