A. Arnold, Manuel Krähenbühl, Weiyuan Zhang, A. Askarinejad
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Bearing capacity under increasing undrained shear strength
The undrained shear strength of naturally deposited, consolidated and saturated clay usually increases with depth due to the overburden pressure and the decreasing water content. Nonetheless, calcu...
期刊介绍：
International Journal of Physical Modelling in Geotechnics contains the latest research and analysis in all areas of physical modelling at any scale, including modelling at single gravity and at multiple gravities on a centrifuge, shaking table and pressure chamber testing and geoenvironmental experiments.
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