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真空预压加固软基抽真空过程中钻孔取样技术
引用本文:张功新,董志良,莫海鸿,李军,陈伟东.真空预压加固软基抽真空过程中钻孔取样技术[J].中国港湾建设,2005(5):24-26.
作者姓名:张功新  董志良  莫海鸿  李军  陈伟东
作者单位:[1]华南理工大学土木工程系,广东广州510640 [2]广州四航工程技术研究院,广东广州510230
基金项目:广东省交通厅资助(2002-05);广州四航工程技术研究院资助科技项目(岩S2004004)
摘    要:通过现场试验,提出了在抽真空过程中钻孔取样技术,该技术可保证钻孔取样时膜下真空度基本不变。为真空预压法处理软土地基的深入研究,特别是在加固过程中土工参数变化和固结规律研究提供一种新的试验手段。

关 键 词:钻孔取样  加固过程  真空预压  真空度
文章编号:1003-3688(2005)05-0024-03
收稿时间:2005-03-21
修稿时间:2005年3月21日

Technology of Sampling by Boreholing in the Process of Vacuum Preloading to Improve Soft Soils
ZHANG Gong-xin, DONG Zhi-liang, MO Hai-hong, LI Jun, CHEN Wei-dong.Technology of Sampling by Boreholing in the Process of Vacuum Preloading to Improve Soft Soils[J].China Harbour Engineering,2005(5):24-26.
Authors:ZHANG Gong-xin  DONG Zhi-liang  MO Hai-hong  LI Jun  CHEN Wei-dong
Institution:1. Dept. of Civil Engineering, South China Univ. of Tech. , Guangzhou 510640, China; 2. Guangzhou Sihang Institute of Engineering Technology, Guangzhou 510230, China
Abstract:A sampling technology by boreholing in the process of consolidation by vacuum preloading was presented on the basis of field tests. The technology can guarantee the stability of the vacuity, so it can provide a new experimental means for further research about the vacuum preloading method, especially for the study of the variation of geotechnical parameters and consolidation theory in the process of soil consolidation by vacuum preloading.
Keywords:sampling by boreholing  process of consolidation  vacuum preloading  vacuity
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