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Numerical studies on soil-skirt roughness and sand plug impact in bearing capacity prediction of caisson foundations subjected to the uniaxial loads

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1007/s11440-015-0431-7openalex-snapshot

Bearing strength surface for bridge caisson foundations in frictional soil under combined loading

inferredcites →https://doi.org/10.1016/0148-9062(74)90598-1openalex-snapshot

Analysis of ultimate loads of shallow foundations

inferredcites →https://doi.org/10.1016/j.apor.2012.01.003openalex-snapshot

Undrained response of bucket foundations to moment loading

inferredcites →https://doi.org/10.1016/j.apor.2013.09.001openalex-snapshot

Load-bearing behavior of suction bucket foundations in sand

inferredcites →https://doi.org/10.1016/j.oceaneng.2012.03.003openalex-snapshot

Modified vertical bearing capacity for circular foundations in sand using reduced friction angle

inferredcites →https://doi.org/10.1016/j.oceaneng.2016.04.001openalex-snapshot

Experimental and numerical studies on lateral bearing capacity of bucket foundation in saturated sand

inferredcites →https://doi.org/10.1016/j.oceaneng.2016.05.056openalex-snapshot

Vertical bearing capacity of bucket foundations in sand

inferredcites →https://doi.org/10.1016/j.oceaneng.2017.08.012openalex-snapshot

Insight into the lateral response of offshore shallow foundations

inferredcites →https://doi.org/10.1016/j.oceaneng.2017.12.040openalex-snapshot

Impedance functions for rigid skirted caissons supporting offshore wind turbines

inferredcites →https://doi.org/10.1016/j.oceaneng.2018.04.007openalex-snapshot

Capacity of skirted foundations in sand-over-clay under combined V-H-M loading

inferredcites →https://doi.org/10.1061/(asce)em.1943-7889.0000633openalex-snapshot

Adaptive Plasticity Model for Bucket Foundations

inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000782openalex-snapshot

Embedment Effects on Vertical Bearing Capacity of Offshore Bucket Foundations on Cohesionless Soil

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000995openalex-snapshot

Calibration of Failure Criteria for Bucket Foundations on Drained Sand under General Loading

inferredcites →https://doi.org/10.1061/(asce)ww.1943-5460.0000284openalex-snapshot

Effect of Embedment on the Plastic Behavior of Bucket Foundations

inferredcites →https://doi.org/10.1063/1.4895909openalex-snapshot

Anti-liquefaction characteristics of composite bucket foundations for offshore wind turbines

inferredcites →https://doi.org/10.1063/1.4907598openalex-snapshot

Vertical bearing behaviour of the composite bucket shallow foundation of offshore wind turbines

inferredcites →https://doi.org/10.1063/1.4990831openalex-snapshot

Lateral capacity assessment of offshore wind suction bucket foundation in clay via centrifuge modelling

inferredcites →https://doi.org/10.1115/omae2003-37014openalex-snapshot

Bearing Capacity of a Skirted Foundation Under VMH Loading

inferredcites →https://doi.org/10.1139/cgj-2012-0308openalex-snapshot

Modified expression for the failure criterion of bucket foundations subjected to combined loading

inferredcites →https://doi.org/10.1680/geot.14.p.200openalex-snapshot

Design method for the undrained capacity of skirted circular foundations under combined loading: effect of deformable soil plug

inferredcites →https://doi.org/10.1680/geot.1998.48.5.637openalex-snapshot

Combined loading of skirted foundations

inferredcites →https://doi.org/10.1680/geot.2004.54.5.297openalex-snapshot

Two- and three-dimensional bearing capacity of foundations in clay

inferredcites →https://doi.org/10.1680/geot.2007.00098openalex-snapshot

The undrained capacity of skirted strip foundations under combined loading

inferredcites →https://doi.org/10.1680/geot.2007.57.9.715openalex-snapshot

Failure envelopes for offshore shallow foundations under general loading

inferredcites →https://doi.org/10.1680/geot.2008.58.3.177openalex-snapshot

Effect of embedment on the undrained capacity of shallow foundations under general loading

inferredcites →https://doi.org/10.1680/ijpmg.11.00007openalex-snapshot

Failure mechanisms of skirted foundations in uplift and compression

inferredcites →https://doi.org/10.3208/sandf.47.493openalex-snapshot

The Undrained Vertical Bearing Capacity of Skirted Foundations

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/10.1002/nag.3605openalex-snapshot

A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings

inferred← citeshttps://doi.org/10.1016/j.apor.2020.102198openalex-snapshot

Evaluation of horizontal and vertical bearing capacities of offshore bucket work platforms in sand

inferred← citeshttps://doi.org/10.1016/j.apor.2024.104043openalex-snapshot

Analysis and prediction of suction caisson uplift capacity based on ISM and DNN

inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103573openalex-snapshot

Ultimate bearing capacity of skirted foundation on cohesionless soil using slip line theory

inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106756openalex-snapshot

Performance optimization of BP-DNN prediction model of suction caisson uplift bearing capacity employing modified Co-teaching method

inferred← citeshttps://doi.org/10.1016/j.marstruc.2025.103987openalex-snapshot

Novel foundation system for high capacity wind turbine: Experimental and numerical study

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.116831openalex-snapshot

Explicit FE analysis of 3D failure envelopes of suction caisson foundations supporting offshore wind turbines in sand subjected to combined loading

inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-13542openalex-snapshot

Experimental and Numerical Studies on Plate with Ribs–Monopile Foundations for Extra-Large Offshore Wind Turbines

inferred← citeshttps://doi.org/10.1080/1064119x.2023.2179445openalex-snapshot

Assessing the performance of winged caisson foundations for offshore wind turbines

inferred← citeshttps://doi.org/10.21660/2022.99.3642openalex-snapshot

BEHAVIOR OF CIRCULAR FOOTINGS ON COHESIVE SOILS CONFINED WITH A SHEAR RESISTANCE WALL

inferred← citeshttps://doi.org/10.31897/pmi.2020.6.2openalex-snapshot

Technological aspects of cased wells construction with cyclical-flow transportation of rock

inferred← citeshttps://doi.org/10.3311/ppci.22359openalex-snapshot

Investigation of the Load-settlement Behavior of Box-shaped Deep Foundations

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