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    Bearing Capacity of Skirted Ring Footing Resting on Dense Sand Overlying Soft Clay

    Abstract: This study determines the ultimate bearing capacity of unskirted/skirted ring footing on dense sand of finite thickness on top of a layer of indefinite extent of soft clay under concentric vertical stress by means of finite element analysis. The thickness of an upper dense sand layer varied between 1 and 4 metres. The upper dense sand layers maintained a friction angle between 40° and 44°. The results indicate that the …

    Published in Journal of Geotechnical Engineering · Vol. 10, Issue 1, 2023 · pp. 21–32 Read article

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