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Strength and Deformability of Clay Soil Under Different Triaxial Load Regimes that Consider Crack Formation

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Soil Mechanics and Foundation Engineering Aims and scope

A spatial model of dilatating soil under triaxial load conditions with different regimes are described on the basis of a hypothesis that the Coulomb dry friction force acts in the plane of tangential particle shear. Spatial soil deformation over time is described in accordance with the theory of inherited creep in the form of the sum of deformations due to changes in volume and shape, with due regard for their interrelation.

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Authors and Affiliations

  1. Kazan’ State University of Architecture and Engineering, Kazan’, Tatarstan, Russia

    I. T. Mirsayapov & I. V. Koroleva

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  1. I. T. Mirsayapov
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  2. I. V. Koroleva
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 5–10, January-February, 2016.

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Mirsayapov, I.T., Koroleva, I.V. Strength and Deformability of Clay Soil Under Different Triaxial Load Regimes that Consider Crack Formation. Soil Mech Found Eng 53, 5–11 (2016). https://doi.org/10.1007/s11204-016-9356-x

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  • DOI: https://doi.org/10.1007/s11204-016-9356-x

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