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Volume 10 Issue 1
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Shou Tsien I, Fu Shengcong. Pore water Pressure in Normally Consolidated Saturated Clays[J]. Chinese Journal of Geotechnical Engineering, 1988, 10(1): 1-7.
Citation: Shou Tsien I, Fu Shengcong. Pore water Pressure in Normally Consolidated Saturated Clays[J]. Chinese Journal of Geotechnical Engineering, 1988, 10(1): 1-7.
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Pore water Pressure in Normally Consolidated Saturated Clays

  • Institute of Mechanics Acabemia Sinica,Beijing, Institue of Earthquake Engineering China Academy of Building Research Beijing

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  • Published Date: January 21, 1988
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  • In this paper, it was proposed the dilatancy occurred in soil mass is a second power effect of applied deviator stress. Based on this assumption, a formula for computing pore water pressure was developed. Analyses were carried out of the undrained triaxial compression test results of several normally consolidated saturated clays. It was shown that the new proposed formula is reasonable to reveal the dilatancy characteristics of these clays. Failure criterion of soil masses was also briefly discissed in this paper.
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