Pore pressure development in small-strain undrained loading of soils according to a simple model
Soft Condensed Matter
2013-07-30 v1
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.
Keywords
Cite
@article{arxiv.1307.7386,
title = {Pore pressure development in small-strain undrained loading of soils according to a simple model},
author = {José Jorge Nader},
journal= {arXiv preprint arXiv:1307.7386},
year = {2013}
}