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Volume 35 Issue zk1
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LU De-chun, DU Xiu-li, XU Cheng-shun. Analytical solutions to principle of effective stress[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 146-151.
Citation: LU De-chun, DU Xiu-li, XU Cheng-shun. Analytical solutions to principle of effective stress[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 146-151.
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Analytical solutions to principle of effective stress

  • 1. Key Lab of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China; 2. Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing 100124, China

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  • Received Date: March 01, 2013
  • Published Date: July 18, 2013
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    • Abstract
  • By analyzing some misunderstandings about the principle of effective stress for saturated soil, the physical meaning of effective stress of soil is given interaction between soil based on the particle and water. The effective stress of soil is the effective load transferred between the soil particle skeletons in a unit section and equal to the total stress minus the pore water pressure. By using the mechanics balance equation of soil, on the one hand, the Terzaghi principle of effective stress for saturated soil is proved and its sphere of application is analyzed, on the other hand, the Bishop principle of effective stress for unsaturated soil is proved and the physical meaning of parameter χis explained. By combining the two principles in the same mechanics frame, it is illustrated that the Terzaghi principle of effective stress for saturated soil is one special case of Bishop principle of effective stress when the saturation level χ=1 in theory, and the sphere of application of the Bishop principle of effective stress for unsaturated soil is also analyzed. The researches show that by analyzing the principle of effective stress from two aspects of loading and soil properties, the physical meaning of effective stress is explained clearly, and the mechanism of the influence of pore water pressure mechanics characters of soil is also proposed.
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  • TERZAGHI K V. Die berechnung der durchl?ssigkeitsziffer des tones aus dem verlauf der hydrodynamischen spannungserscheinungen[J]. Sitzungber Akad Wiss Wien, 1923, 132: 125-138.
    LADE P V,BOER R DE. The concept of effective stress for soil concrete and rock[J]. Géotechnique, 1997, 47(1): 61-78.
    HOULSBY G T. Editorial[J]. Géotechnique, 2005, 55(5): 415-417.
    MITCHELL J K,SOGA K. Fundamentals of soil behavior [M]. Third ed. New York: John Wiley & Sons, 2005.
    李广信. 有效应力原理能够推翻吗[J]. (岩土工程界), 2007, 10(7): 22-26.(LI Guang-xin. Can the principle of effective stress be overthrew[J]. Geotechnical Engineering World, 2007, 10(7): 22-26. (in Chinese))
    方玉树. 基于水压率讨论土中孔隙水压力及有关问题[J]. (岩土工程界), 2007, 10(5): 21-26.(FANG Yu-shu. Discuss on pore water pressure in soil and relative problems based onwater pressure ratio[J]. Geotechnical Engineering World, 2007, 10(5): 21-26. (in Chinese))
    陈津民. 三谈饱和土的有效应力—和李老师商榷[J]. (岩土工程界), 2009, 12(11): 1-3.(CHEN Jin-min. A third discussion on effective stress principle of saturated soil[J]. Geotechnical Engineering World, 2009, 12(11): 1-3. (in Chinese))
    李广信. 关于有效应力原理的几个问题[J]. (岩土工程学报), 2011, 33(2): 315-320.(LI Guang-xin. Some problems about principle of effective stress[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 315-320. (in Chinese))
    邵龙潭. 饱和土的骨架应力方程[J]. (岩土工程学报), 2011, 33(12): 1833-1837.(SHAO Long-tan. Skeleton stress equation for saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1833-1837. (in Chinese))
    TERZAGHI K,PECK R B,MESRI G. Soil mechanics in engineering practice[M]. 3rd ed. New York: John Wiley & Sons, 1996.
    BISHOP A W. The principle of effective stress[J]. Tekniske Ukeblad, 1955, 39: 859-863.
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