A Coupled Effect of Eccentric Loading and Upward Seepage on Collapse Settlement of Strip Footings on Reinforced Sand

Abstract Water table elevation leads to saturation of the soil surrounding the foundation. Saturated soil loses its load-bearing capacity due to suction reduction, becoming less stable and more prone to settling. This phenomenon can result in differential settlement, leading to uneven stress distrib...

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Veröffentlicht in:International journal of geomechanics 2024-08, Vol.24 (8)
Hauptverfasser: Badakhshan, Ehsan, Noorzad, Ali, Vaunat, Jean, Veylon, Guillaume
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Sprache:eng
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