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Volume 34 Issue 5
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LI Guang-xin. Static pore water pressure and excess pore water pressure— A discussion with Mr. CHEN Yu-jiong[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 957-960.
Citation: LI Guang-xin. Static pore water pressure and excess pore water pressure— A discussion with Mr. CHEN Yu-jiong[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 957-960.
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Static pore water pressure and excess pore water pressure— A discussion with Mr. CHEN Yu-jiong

  • State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China

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  • Published Date: May 19, 2012
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    • Abstract
  • The pore water pressure is the basic concept in soil mechanics. It is also the foundation of the principle of effective stress and the consolidation theory of saturated soils. In this paper, the pore water pressure in soils in static groundwater and in steady seepage field is defined as the static pore water pressure. The excess pore water pressure is induced by external action including loading and change of boundary condition in soils, and the change of the excess pore water pressure is always accompanied with that of soil volume. Some examples are also discussed.
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    • References (8)
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    ROBERT D Holtz, WILLIAM D Kovacs. An introductory to Geotechnical Engineering[M]. New Jersey: Prentice-Hall, Inc, Englewood Cliffs, 1981: 215, 599.
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    JGJ 84 — 92 建筑岩土工程勘察基本术语标准 [M] . 中国建筑工业出版社 , 1992. (JGJ 84 — 92 Standard for fundamental terms of exploration in building geotechnical engineering[ M] . Beijing: China Architecture and Building Press, 1992. (in Chinese))
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