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Longitudinal velocities in a clay during plastic compression
Authors:Norbert Morgenstern  Denzil Taylor-Smith
Affiliation:(1) Department of Civil Engineering, Imperial College of Science and Technology, London, England;(2) Department of Applied Geophysics, Imperial College of Science and Technology, London, England
Abstract:Summary During uniaxial compression of clay cylinders it was observed that the longitudinal velocity decreased as each load increment was applied and then increased under constant stress. It is suggested that the load increment induces an increase in pore water pressure thereby reducing the effective stress. The velocity is dependent upon the effective stress and it decreases accordingly. The velocity then increases due to the dissipation of the pore pressure.
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