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The undrained capacity of skirted strip foundations under combined loading
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/978-94-017-2473-9_34openalex-snapshot
Novel Foundation Concept for a Jacket Finding Its Place
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1993)119:1(91)openalex-snapshot
P ‐Ultimate for Undrained Analysis of Laterally Loaded Piles
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:3(265)openalex-snapshot
Undrained Limit Analyses for Combined Loading of Strip Footings on Clay
inferredcites →https://doi.org/10.1139/t06-126openalex-snapshot
The horizontal-moment capacity of embedded foundations in undrained soil
inferredcites →https://doi.org/10.1680/geot.1991.41.2.243openalex-snapshot
Settlements of shallow foundations on sand
inferredcites →https://doi.org/10.1680/geot.1998.48.5.637openalex-snapshot
Combined loading of skirted foundations
inferredcites →https://doi.org/10.1680/geot.2000.50.4.325openalex-snapshot
Combined loading of spudcan foundations on clay: laboratory tests
inferredcites →https://doi.org/10.1680/geot.2003.53.6.575openalex-snapshot
Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay
inferredcites →https://doi.org/10.1680/geot.2004.54.2.91openalex-snapshot
A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay
inferredcites →https://doi.org/10.1680/geot.2007.57.8.637openalex-snapshot
Shape effects on the capacity of rectangular footings under general loading
inferredcites →https://doi.org/10.17863/cam.31036openalex-snapshot
Centrifuge and theoretical modelling of conical footings on sand
inferredcites →https://doi.org/10.3208/sandf.35.4_21openalex-snapshot
Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth
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
inferredcites →https://doi.org/10.3208/sandf.47.493openalex-snapshot
The Undrained Vertical Bearing Capacity of Skirted Foundations
inferredcites →https://doi.org/10.4043/7794-msopenalex-snapshot
Design, Operations Planning and Experience From the Marine Operations for the Europipe Jacket With Bucket Foundations
inferredcites →https://doi.org/10.5287/ora-qqybqknonopenalex-snapshot
The analysis of offshore foundations subjected to combined loading
inferredcites →https://doi.org/10.5287/ora-rja7aevbxopenalex-snapshot
Physical and numerical modelling of offshore foundations under combined loads
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Research on Bearing Characteristics of Deep-Water Gravity Anchor in Clay
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Undrained bearing capacity of tripod skirted foundations under eccentric loading
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A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings
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Predicting the Drained Capacity of Skirted Foundations Under Uniaxial Loads
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Impact of Skirting on the Ultimate Bearing Capacity of Strip Footings on Two-Layered Sandy Soil Slopes
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Numerical Analysis of Skirted Foundation on Sand for Load–Displacement Behaviour
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Bearing Capacity of Cylindrical Caissons in Cohesive-Frictional Soils Using Axisymmetric Finite Element Limit Analysis
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Response of Skirted Strip Footing Resting on Layered Granular Soil Using 2-D Plane-Strain Finite Element Modeling
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Soft-Computing for 3D Failure Envelope of Rectangular Skirt Foundations in Heterogeneous Clays
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Upper-bound solutions to anti-overturning bearing capacity of suction caisson for offshore wind turbine in clays under undrained condition
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Undrained Capacity of a Bucket Foundation with a Limited-Tension Interface for Offshore Wind Turbines
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Optimal Skirt Spacing for Subsea Skirted Foundation Considering Floating Stability
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Cyclic Bearing Mechanism of Suction Caissons Supporting Offshore Wind Turbines in Clay
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Failure Envelopes of Single-Plate Rigid Helical Anchors for Floating Offshore Wind Turbine
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Failure Envelopes for Skirted Foundations Installed in Non-homogeneous Clay with a Rigid Base Under Combined Loadings
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Skirted Footings in Geotechnical Engineering: Evolution, State-of-the-Art, and Emerging Innovations
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Pullout Capacity Factor for Cylindrical Suction Caissons in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion
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Experimental Study of Skirted Square Foundations Resting on Sand for Improvement of Foundation Settlement and Bearing Capacity
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Numerical Evaluation of Undrained Bearing Capacity of Unconnected Strip and Circular Skirted Footings
inferred← citeshttps://doi.org/10.1007/s40515-026-00893-9openalex-snapshot
Finite Element Limit Analysis and Machine Learning Framework for Circular Skirted Mudmat Foundations in Anisotropic Marine Clays
inferred← citeshttps://doi.org/10.1007/s40808-023-01906-zopenalex-snapshot
Advanced FELA-ANN framework for developing 3D failure envelopes for strip foundations on anisotropic clays
inferred← citeshttps://doi.org/10.1007/s40891-022-00359-1openalex-snapshot
Performance of Loosely Skirted Shallow Foundation Resting on Reinforced Sand Under Vertical Loading
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Bearing capacity of skirted ring footing on soft clay overlying dense sand
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The undrained vertical bearing capacity of skirted foundations located on slopes using finite element limit analysis
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Uplift resistance of caisson foundation in NGI-ADP soil using FEA and ANN
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Undrained response of bucket foundations to moment loading
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Optimal skirt spacing for subsea mudmats under loading in six degrees of freedom
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Combined Load Behavior of Embedded Strip Footings in Layered Clays
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Undrained Bearing Capacity of Deeply Buried Flat Circular Footings under General Loading
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.1943-5606.0001498openalex-snapshot
Failure Envelope Approach for Consolidated Undrained Capacity of Shallow Foundations
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Uniaxial Capacities of Skirted Circular Foundations in Clay
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002013openalex-snapshot
Elastic Stiffnesses of a Rigid Suction Caisson and Its Cylindrical Sidewall Shell
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Sidewall Shell Contribution to the Lateral Capacity of Offshore Suction Caissons in Clay
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Vertical Bearing Behavior of Monopod Caisson Foundation in Sandy Soils
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Failure Envelopes for Combined Loading of Skirted Foundations in Layered Deposits
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Offshore Geotechnics - The Challenges of Deepwater Soft Sediments
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Skirted Footing for Enhancing Load Carrying Capacity
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V–H–M Capacity Envelopes for Well Foundations on Slopes under Gravity and Seismic Conditions
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-12554openalex-snapshot
Failure Envelopes of Shallow Caisson Foundations and a Predictive Model Using a Swarm-Based Adam Optimizer
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8269openalex-snapshot
Design Approach for Deeply Embedded Circular Caisson Foundations under Combined Loading
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9261openalex-snapshot
Effects of Local Scouring on Load-Bearing Behaviors of Monopile–Friction Wheel Hybrid Foundations on Sandy Deposit Soil under Lateral Loading
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11500openalex-snapshot
Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay
inferred← citeshttps://doi.org/10.1063/1.4907598openalex-snapshot
Vertical bearing behaviour of the composite bucket shallow foundation of offshore wind turbines
inferred← citeshttps://doi.org/10.1063/1.5026698openalex-snapshot
Numerical studies on soil-skirt roughness and sand plug impact in bearing capacity prediction of caisson foundations subjected to the uniaxial loads
inferred← citeshttps://doi.org/10.1080/1064119x.2012.735346openalex-snapshot
Evaluation of Undrained Bearing Capacities of Bucket Foundations Under Combined Loads
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.2017.1295120openalex-snapshot
Evaluation of pullout load capacity of suction caissons in sand using a three-dimensional displacement approach
inferred← citeshttps://doi.org/10.1080/1064119x.2017.1326070openalex-snapshot
Analysis of pullout load capacity of suction caissons in clay by a three-dimensional displacement approach
inferred← citeshttps://doi.org/10.1080/1064119x.2017.1326991openalex-snapshot
Bearing capacity of shallow foundations in clay with linear increase in strength and adhesion factor
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/10.1080/1064119x.2018.1452085openalex-snapshot
Evaluation of vertically and laterally loaded bucket foundation in clay using a three-dimensional displacement approach
inferred← citeshttps://doi.org/10.1080/1064119x.2019.1657533openalex-snapshot
Bearing performance of offshore bucket foundation with internal cruciform skirt under combined loading
inferred← citeshttps://doi.org/10.1080/1064119x.2021.1879331openalex-snapshot
Undrained failure envelope for skirted spudcan foundations in clay under combined loading
inferred← citeshttps://doi.org/10.1080/1064119x.2021.2006841openalex-snapshot
Bearing capacity of bucket foundations in silt-over-clay soil condition under combined V-H-M loading
inferred← citeshttps://doi.org/10.1080/1064119x.2022.2126338openalex-snapshot
Investigation of composite bucket foundation bearing characteristics in various soil properties
inferred← citeshttps://doi.org/10.1080/1064119x.2022.2138802openalex-snapshot
Capacity of a multi-compartment single-bucket breakwater structure in silt-over-clay under combined V-H-M loading
inferred← citeshttps://doi.org/10.1080/1064119x.2023.2299261openalex-snapshot
Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation
inferred← citeshttps://doi.org/10.1080/1064119x.2024.2440553openalex-snapshot
Failure envelopes of embedded foundations under V-H-M loadings in anisotropic clays using optimised ANFIS algorithms
inferred← citeshttps://doi.org/10.1080/1064119x.2025.2469152openalex-snapshot
Influence of the installation on the bearing performance of the bucket foundation under combined loading
inferred← citeshttps://doi.org/10.1080/1064119x.2025.2602055openalex-snapshot
Bearing capacity of skirted footings on bedrock under large eccentric loads: Deterministic and probabilistic approaches
inferred← citeshttps://doi.org/10.1080/1064119x.2026.2689647openalex-snapshot
Determination of bearing capacity and failure envelope of helical pile in clay under combined loading
inferred← citeshttps://doi.org/10.1080/14488388.2025.2489212openalex-snapshot
Enhancing load capacity and settlement behaviour of footings in sandy soil with peripheral skirts
inferred← citeshttps://doi.org/10.1080/17445302.2015.1051311openalex-snapshot
Modelling the variation of suction pressure during caisson installation in sand using FLAC3D
inferred← citeshttps://doi.org/10.1080/17445302.2019.1661622openalex-snapshot
Skirted semi-deep foundations behaviour on deposits with variable undrained shear strength
inferred← citeshttps://doi.org/10.1080/17445302.2019.1671026openalex-snapshot
A comparison of the bearing capacity between shallow bucket foundations and solid foundations in clay
inferred← citeshttps://doi.org/10.1080/17445302.2020.1846917openalex-snapshot
An optimised failure envelope approach of bucket foundation in undrained clay
inferred← citeshttps://doi.org/10.1080/17445302.2022.2099651openalex-snapshot
Numerical evaluation of a new hybrid bucket-group pile foundation for offshore wind turbines
inferred← citeshttps://doi.org/10.1080/17445302.2024.2398260openalex-snapshot
Bearing capacity of large-diameter pile foundation under combined VHM loadings in soft clay
inferred← citeshttps://doi.org/10.1080/19386362.2016.1252141openalex-snapshot
Three-dimensional interaction diagram for the undrained capacity of inverted T-shape strip footings under general loading
inferred← citeshttps://doi.org/10.1080/19386362.2017.1416570openalex-snapshot
The undrained bearing capacity of strip footings under eccentric loading: effect of soil-footing interface tensile strength
inferred← citeshttps://doi.org/10.1080/19648189.2018.1463296openalex-snapshot
The undrained vertical and horizontal bearing capacity of internal skirted foundation in clay
inferred← citeshttps://doi.org/10.1088/1755-1315/1337/1/012066openalex-snapshot
Holding capacity of suction anchors under combined loading
inferred← citeshttps://doi.org/10.1115/1.4025145openalex-snapshot
Penetration and Removal of the Mooring Dolphin Platform With Three Caisson Foundations
inferred← citeshttps://doi.org/10.1115/omae2013-10254openalex-snapshot
Uniaxial Bearing Capacity Factors and Failure Mechanisms for Skirted Spudcans
inferred← citeshttps://doi.org/10.1139/cgj-2012-0308openalex-snapshot
Modified expression for the failure criterion of bucket foundations subjected to combined loading
inferred← citeshttps://doi.org/10.1139/cgj-2013-0330openalex-snapshot
Undrained capacity of a hybrid subsea skirted mat with caissons under combined loading
inferred← citeshttps://doi.org/10.1139/cgj-2020-0557openalex-snapshot
Limit equilibrium solutions to anti-overturning bearing capacity of suction caissons in uniform and linearly increasing strength clays
inferred← citeshttps://doi.org/10.1155/2021/2263810openalex-snapshot
Penetration and Pullout Capacity of Low‐Skirted Suction Caissons
inferred← citeshttps://doi.org/10.1201/b18442-25openalex-snapshot
Centrifuge model test for bearing capacity evaluation of hybrid suction foundation on clay under vertical and horizontal loads
inferred← citeshttps://doi.org/10.1201/b18442-29openalex-snapshot
Dynamic behaviour of mono bucket foundations subjected to combined transient loading
inferred← citeshttps://doi.org/10.13052/rp-9788792982254openalex-snapshot
Characteristic Behavior of Bucket Foundations
inferred← citeshttps://doi.org/10.14481/jkges.2015.16.9.33openalex-snapshot
Evaluation of Vertical Bearing Capacity for Bucket and Shallow Foundations Installed in Sand
inferred← citeshttps://doi.org/10.1520/gtj20150135openalex-snapshot
Advanced Laboratory Setup for Testing Offshore Foundations
inferred← citeshttps://doi.org/10.1520/gtj20160339openalex-snapshot
Transiently Loaded Bucket Foundations in Saturated Dense Sand - Demonstration of the Boot Effect
inferred← citeshttps://doi.org/10.1680/geolett.14.00010openalex-snapshot
A generalised failure envelope for undrained capacity of circular shallow foundations under general loading
inferred← citeshttps://doi.org/10.1680/geot.12.p.141openalex-snapshot
Soil–foundation modelling in laterally loaded historical towers
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/geot.13.p.051openalex-snapshot
Design approach for rectangular mudmats under fully three-dimensional loading
inferred← citeshttps://doi.org/10.1680/geot.14.d.001openalex-snapshot
Soil–foundation modelling in laterally loaded historical towers
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1680/geot.9.t.027openalex-snapshot
Undrained failure envelope for skirted foundations under general loading
inferred← citeshttps://doi.org/10.1680/jgele.24.00115openalex-snapshot
Effect of interface conditions on mudmat bearing capacity under V–H–M loading
inferred← citeshttps://doi.org/10.1680/jgeot.16.p.092openalex-snapshot
A numerical study of capacity and stiffness of circular skirted foundations in clay subjected to combined static and cyclic general loading
inferred← citeshttps://doi.org/10.1680/jgeot.16.p.097openalex-snapshot
Effect of interface condition on the undrained capacity of subsea mudmats under six-degree-of-freedom loading
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.051openalex-snapshot
Generalised failure envelope for laterally loaded piles: analytical formulation, numerical verification and experimental validation
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.055openalex-snapshot
Assessment of numerical procedures for determining shallow foundation failure envelopes
inferred← citeshttps://doi.org/10.1680/jphmg.18.00053openalex-snapshot
Sheet pile groups as an alternative foundation solution to cast-in-situ concrete piles
inferred← citeshttps://doi.org/10.1680/jphmg.24.00047openalex-snapshot
Investigation on the installation and monotonic uplift performance of bucket foundation in clay
inferred← citeshttps://doi.org/10.24200/sci.2017.4166openalex-snapshot
Evaluation of behavior of bucket foundations under pure loading
inferred← citeshttps://doi.org/10.29252/marineeng.16.32.35openalex-snapshot
Study of the bearing capacity and settlement behavior of skirted foundations resting on cohesive soils
inferred← citeshttps://doi.org/10.3233/978-1-61499-580-7-293openalex-snapshot
Probabilistic VHM Failure Envelopes for Skirted Foundations in Spatially Variable, Normally Consolidated Clay
inferred← citeshttps://doi.org/10.33519/kwea.2017.8.1.007openalex-snapshot
Analysis of laterally loaded suction pile foundation
inferred← citeshttps://doi.org/10.3390/app12115353openalex-snapshot
Formulas for Uniaxial Capacities of Tetrapod Bucket Foundations Considering Group Effects in Undrained Clay
inferred← citeshttps://doi.org/10.3390/app13116624openalex-snapshot
Prediction of Undrained Bearing Capacity of Skirted Foundation in Spatially Variable Soils Based on Convolutional Neural Network
inferred← citeshttps://doi.org/10.3390/jmse11030505openalex-snapshot
Research on Bearing Characteristics of Gravity Anchor in Clay
inferred← citeshttps://doi.org/10.3390/jmse11071331openalex-snapshot
Investigation on Bearing Characteristics of Gravity Wharf Rubble-Mound Foundation in Different Influencing Factors
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