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arXiv · 1307.7386

Pore pressure development in small-strain undrained loading of soils according to a simple model

José Jorge Nader
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Abstract

This note discusses a simple equation that may be useful in the study of pore pressures generated in the undrained loading of soils. The equation is employed to describe the pore pressure development accompanying a small stress increment in the undrained triaxial compression test and in the undrained simple shear test. The cases of incompressible and compressible pore fluids are examined.

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José Jorge Nader. 2013-07-28. Pore pressure development in small-strain undrained loading of soils according to a simple model. https://arxiv.org/abs/1307.7386

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