Analysis of relationship between vacuity and pore-water pressure in vacuum preloading
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Analysis of relationship between vacuity and pore-water pressure in vacuum preloading
Vol. 26, Issue 12, (2005)
作者机构:
1. 华南理工大学 土木工程系,广州,510640
2. 广州四航工程技术研究院,广州,510230
3. 建材广州地质工程勘察院,广州,510403
作者简介:
基金信息:
DOI:
CLC:TU432
Online First:12 January 2014,
Published:2005
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ZHANG Gong-xin, MO Hai-hong, DONG Zhi-liang, et al. Analysis of relationship between vacuity and pore-water pressure in vacuum preloading[J]. 2005, 26(12).
DOI:
ZHANG Gong-xin, MO Hai-hong, DONG Zhi-liang, et al. Analysis of relationship between vacuity and pore-water pressure in vacuum preloading[J]. 2005, 26(12).DOI:
Analysis of relationship between vacuity and pore-water pressure in vacuum preloading
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 formula is correct.