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A numerical study of the vertical bearing capacity of skirted foundations

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inferredcites →https://doi.org/10.3208/sandf.39.4_19openalex-snapshot

The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4466368openalex-extracted

Analysis and Prediction of Suction Caisson Uplift Capacity Based on Ism and Dnn

inferred← citeshttps://doi.org/10.1007/s12209-017-0061-2openalex-snapshot

Optimal Skirt Spacing for Subsea Skirted Foundation Considering Floating Stability

inferred← citeshttps://doi.org/10.1016/j.apor.2012.01.003openalex-snapshot

Undrained response of bucket foundations to moment loading

inferred← citeshttps://doi.org/10.1016/j.apor.2014.07.006openalex-snapshot

Optimal skirt spacing for subsea mudmats under loading in six degrees of freedom

inferred← citeshttps://doi.org/10.1016/j.apor.2021.102951openalex-snapshot

Geotechnical capacities of large-diameter cylindric foundations in clay under general loadings

inferred← citeshttps://doi.org/10.1016/j.compgeo.2012.05.009openalex-snapshot

Numerical modelling of a hybrid skirted foundation under combined loading

inferred← citeshttps://doi.org/10.1016/j.compgeo.2012.10.008openalex-snapshot

Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil

inferred← citeshttps://doi.org/10.1016/j.compgeo.2016.01.015openalex-snapshot

Finite element limit analysis of pullout capacity of planar caissons in clay

inferred← citeshttps://doi.org/10.1016/j.compgeo.2016.08.019openalex-snapshot

Undrained pullout capacity of cylindrical suction caissons by finite element limit analysis

inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106171openalex-snapshot

Design method of geotechnical capacity for tripod suction bucket foundations in clay

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2012.06.001openalex-snapshot

Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2013.06.027openalex-snapshot

Predicting the undrained capacity of skirted spudcans under combined loading

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.112496openalex-snapshot

The optimisation of anti-overturning capacities for tripod suction bucket foundations in clay

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.114506openalex-snapshot

Simplified limit analysis of bearing capacity of small-aspect-ratio suction caissons in clay with crust

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000882openalex-snapshot

Critical Skirt Spacing for Shallow Foundations under General Loading

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001685openalex-snapshot

Uniaxial Capacities of Skirted Circular Foundations in Clay

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002898openalex-snapshot

Sidewall Shell Contribution to the Lateral Capacity of Offshore Suction Caissons in Clay

inferred← citeshttps://doi.org/10.1061/(asce)ww.1943-5460.0000634openalex-snapshot

Vertical Bearing Behavior of Monopod Caisson Foundation in Sandy Soils

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11502openalex-snapshot

Investigations into the Uplift of Skirted Foundations on Clay at Varying Rates

inferred← citeshttps://doi.org/10.1080/1064119x.2015.1004766openalex-snapshot

Undrained Bearing Capacity of Suction Caissons for Offshore Wind Turbine Foundations by Numerical Limit Analysis

inferred← citeshttps://doi.org/10.1080/1064119x.2017.1361488openalex-snapshot

Bearing capacity of semi-deep skirted foundations on clay using stress characteristics and finite element analyses

inferred← citeshttps://doi.org/10.1201/b16200-64openalex-snapshot

Rate effects on the uplift capacity of skirted foundations on clay

inferred← citeshttps://doi.org/10.1525/elementa.128openalex-snapshot

Evolving deltas: Coevolution with engineered interventions

inferred← citeshttps://doi.org/10.1680/geolett.11.00026openalex-snapshot

Undrained vertical bearing capacity factors for shallow foundations

inferred← citeshttps://doi.org/10.1680/geot.12.p.179openalex-snapshot

Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil–foundation interface

inferred← citeshttps://doi.org/10.1680/ijpmg.11.00007openalex-snapshot

Failure mechanisms of skirted foundations in uplift and compression

inferred← citeshttps://doi.org/10.24200/j30.2018.1402openalex-snapshot

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