A cap model for partially saturated soils |
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| Authors: | R Kohler G Hofstetter |
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| Institution: | Institute for Basic Sciences in Civil Engineering, Unit for Strength of Materials and Structural Analysis, University of Innsbruck, Technikerstrasse 13, A‐6020 Innsbruck, Austria |
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| Abstract: | The present paper deals with the extension of a cap model in order to describe the material behavior of partially saturated soils, in particular, of partially saturated sands and silts. The soil model is formulated in terms of two stress state variables, using net stress and matric suction and, alternatively, the average soil skeleton stress and suction, the latter playing the role of a stress‐like plastic internal variable. The yield surface, consisting of a shear failure surface and a hardening cap surface, the plastic potentials for the non‐associated flow rule and the hardening law for the cap are extended by taking into account the effects of matric suction on the material behavior. Furthermore, the third invariant of the deviatoric stress tensor is taken into account in the formulation of the yield surfaces. The developed model is validated by the numerical simulation of an extensive series of suction controlled tests for a silty sand, which were conducted at different constant values of suction. Although both versions of the soil model yield identical results for stress paths at constant values of matric suction, differences are encountered for stress paths involving wetting. Copyright © 2007 John Wiley & Sons, Ltd. |
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| Keywords: | partially saturated soils matric suction plasticity theory cap model net stress average soil skeleton stress |
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