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真空预压中真空度与孔隙水压力的关系分析 被引量:29

Analysis of relationship between vacuity and pore-water pressure in vacuum preloading
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摘要 真空度与孔隙水压力是两个不同的概念,在土体中某点真空表测试的真空度与测点处的孔压差并不相同,但它们有着内在的联系。根据气体状态方程和平衡方程,推导出在某点真空表反映的真空度值与孔压计反映的孔压差的理论关系式。测点在地下水位以上时,两者的测试结果是一致的;测点在地下水位以下时,真空度小于孔压差,两者可按公式进行换算。测试结果表明:现场实测结果与理论计算结果基本吻合,证实了理论推导的正确性,也说明了真空表内真空度与孔隙水压力的关系。 Vacuity and pore-water pressure are two different conceptions, the vacuity measured by vacuum meter in the soft soil is different from the difference of pore-water pressure measured by piezometer; but there is an immanent relation between them. The theoretical formula about vacuity in vacuum tube and pore-water pressure at the observation point was obtained in this paper by using equation of gas state and equilibrium equation. When the observation point is above the groundwater surface, the vacuity is the same as the difference of pore-water pressure. When the observation point is under the groundwater surface, the vacuity is less than the difference of pore-water pressure, but they can be calculated each other by using the theoretical formula. The test results explain the relations between the vacuity and the pore-water pressure and show that the theoretical fnrmula is correct.
出处 《岩土力学》 EI CAS CSCD 北大核心 2005年第12期1949-1952,共4页 Rock and Soil Mechanics
基金 广东省交通厅资助项目(No.2002-05) 广州四航工程技术研究院资助项目(No.岩S2004004)
关键词 真空表 孔压计 真空预压 真空度 孔隙水压力 vacuum meter piezometer vacuum preloading vacuity pore-water pressure
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二级参考文献4

  • 1陈仲颐.土力学[M].北京:清华大学出版社,1995..
  • 2.台州路桥污水处理厂软基处理工程真空预压区监测与效果检验报告[R].天津:中交第一航务工程勘察设计院,天津海陆岩土工程有限公司,2000..
  • 3陈仲颐 周景星 王洪瑾.土力学[M].北京:清华大学出版社,1995..
  • 4娄炎.负压条件下软土地基的孔隙水压力[J].水利学报,1988,(4).

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