Finite element modelling of the mechanical behaviour of unsaturated expansive soils subjected to wetting and drying cycles with shakedown concept
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DOI: 10.1080/19648189.2017.1363666
Abstract: Abstract A simplified model based on the shakedown theory (Zarka method) has been developed in this study for unsaturated expansive soils subjected to wetting and drying cycles. This method determines directly the stabilised limit state.… read more here.
Keywords: finite element; expansive soils; soils subjected; unsaturated expansive ... See more keywords