Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loading
Abstract
This paper mainly investigates the effect of soil spatial variability on failure mechanisms and capacities of strip foundations under uniaxial loading on marine clay deposits with linearly increasing undrained shear strength using random finite element analysis. The soil spatially variable feature is characterised by a non-stationary random field where the ratio of the standard deviation and mean of undrained shear strength is maintained. The...
Paper Details
Title
Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loading
Published Date
Nov 1, 2021
Journal
Volume
139
Pages
104387 - 104387
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