Pore pressure development in small-strain undrained loading of soils
according to a simple model [PDF]
José Jorge NaderThis 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.View original: http://arxiv.org/abs/1307.7386
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