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真空预压中真空度及其测试和分析
引用本文:张功新,董志良,莫海鸿,赵建国.真空预压中真空度及其测试和分析[J].华南理工大学学报(自然科学版),2005,33(10):57-61.
作者姓名:张功新  董志良  莫海鸿  赵建国
作者单位:1. 华南理工大学,建筑学院,广东,广州,510640
2. 广州四航工程技术研究院,广东,广州,510230
3. 建材广州地质工程勘察院,广东,广州,510403
基金项目:广东省交通厅资助项目(2002-05);广州四航工程技术研究院资助项目(岩S2004004)
摘    要:基于真空、真空度、负的孔隙水压力、孔压差和负压的基本概念及其物理特性,讨论了这些物理量的适用范围,即真空和真空度用于描述气体状态、负的孔隙水压力和孔压差用于描述液体状态、负压既可描述气体状态也可描述液体状态,并建议在真空预压监测中负压仅指负的超静孔隙水压力,以免混淆。同时指出,负压与孔压差并不相同,孔压差包含了负压。文中还探讨和分析了真空度的测试技术及测试结果,实测结果表明,测试膜下真空度宜用真空表,测试地下水位以下测点的负压则宜用孔压计。

关 键 词:真空预压  真空度  孔隙水压力  孔压差  负压
文章编号:1000-565X(2005)10-0057-05
收稿时间:2004-12-24
修稿时间:2004年12月24

Measurement and Analysis of Vacuity Under Vacuum Preloading
Zhang Gong-xin,Dong Zhi-liang,Mo Hai-hong,Zhao Jian-guo.Measurement and Analysis of Vacuity Under Vacuum Preloading[J].Journal of South China University of Technology(Natural Science Edition),2005,33(10):57-61.
Authors:Zhang Gong-xin  Dong Zhi-liang  Mo Hai-hong  Zhao Jian-guo
Institution:1. College of Architecture and Civil Engineering, South China Univ. of Tech., Guangzhou 510640, Guangdong, China; 2. Guangzhou Sihang Institute of Engineering Technology, Guangzhou 510230, Guangdong, China; 3. Guangzhou Geotechnical Investigation Institute of Building Material, Guangzhou 510403, Guangdong, China
Abstract:The application ranges of the vacuum, the vacuity, the negative pore-water pressure, the difference in pore-water pressure and the negative pressure are discussed based on the basic conception and physical characteristics of these items. It is concluded that (1) the vacuum and the vacuity only describe the gas state;(2) the negative pore-water pressure and the difference in pore-water pressure only describe the liquid state; and (3) the negative pressure can describe both the gas state and the liquid state. Moreover, it is suggested that, during the monitoring of vacuum preloading, what is meant by the negative pressure should refer only to the negative excess hydrostatic pressure for the purpose of avoiding the confusion. It is also indicated that the negative pressure is only a part of the difference in pore-water pressure. The measurement techniques and corresponding results of the vacuity are finally investigated, indicating that the vacuum meter should be used to measure the vacuity under the membrane, and that the piezometer should be used to measure the negative pressure at the observation point under the groundwater.
Keywords:vacuum preloading  vacuity  pore-water pressure  pore-water pressure difference  negative pressure
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