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Two Failure Mechanisms and a Unified Strength Condition for Geomaterials

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

A unified failure criterion for geomaterials is examined in the development of Davydenkov-Fridman ideas. Experimental data are presented for a broad range of geomaterials (from water and ice to concrete and natural stone materials; these data confirm theoretical positions on failure by separation or shear as a function of physical parameters, load path, and form of stress state.

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Zaretskii, Y.K. Two Failure Mechanisms and a Unified Strength Condition for Geomaterials. Soil Mechanics and Foundation Engineering 39, 193–201 (2002). https://doi.org/10.1023/A:1022532704638

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  • DOI: https://doi.org/10.1023/A:1022532704638

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