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The Undrained Vertical Bearing Capacity of Skirted Foundations
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/9780470694626.ch6openalex-snapshot
The mathematical Theory of Plasticity
inferredcites →https://doi.org/10.1002/nag.132openalex-snapshot
Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil
inferredcites →https://doi.org/10.1002/zamm.19210010102openalex-snapshot
Hauptaufsätze: Über die Eindringungsfestigkeit (Härte) plastischer Baustoffe und die Festigkeit von Schneiden
inferredcites →https://doi.org/10.1007/978-94-009-4958-4_12openalex-snapshot
Calculation of Stresses on Shallow Penetrometers and Footings
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/10.1016/b978-0-444-41249-2.x5001-xopenalex-snapshot
Limit Analysis and Soil Plasticity
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1994)120:12(2230)openalex-snapshot
T‐Bar Penetration Testing in Soft Clay
inferredcites →https://doi.org/10.1093/oso/9780198503675.001.0001openalex-snapshot
The Mathematical Theory Of Plasticity
inferredcites →https://doi.org/10.1115/omae2002-28057openalex-snapshot
Investigating the Response of Offshore Foundations in Soft Clay Soils
inferredcites →https://doi.org/10.1139/t86-020openalex-snapshot
Numerical modelling of a centrifuged embankment on soft clay
inferredcites →https://doi.org/10.1680/geng.158.2.75.61630openalex-snapshot
Design procedures for installation of suction caissons in clay and other materials
inferredcites →https://doi.org/10.1680/geot.1973.23.4.551openalex-snapshot
The effect of increasing strength with depth on the bearing capacity of clays
inferredcites →https://doi.org/10.1680/geot.1980.30.3.227openalex-snapshot
Cambridge Geotechnical Centrifuge Operations
inferredcites →https://doi.org/10.1680/geot.1998.48.5.637openalex-snapshot
Combined loading of skirted foundations
inferredcites →https://doi.org/10.1680/geot.1999.49.4.453openalex-snapshot
Plastic response of circular footings on sand under general planar loading
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/sposm.02050.0008openalex-snapshot
The Bearing Capacity of Clays
inferredcites →https://doi.org/10.17863/cam.31036openalex-snapshot
Centrifuge and theoretical modelling of conical footings on sand
inferredcites →https://doi.org/10.2136/sssaj1976.03615995004000040002xopenalex-snapshot
Limit Analysis and Soil Plasticity
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.42.5_71openalex-snapshot
Bearing Capacity of Caisson Foundations on Normally Consolidated Clay
inferredcites →https://doi.org/10.3208/sandf1972.26.3_143openalex-snapshot
An Upper Bound Calculation on Bearing Capacity of a Circular Footing on a Non-Homogeneous Clay
inferredcites →https://doi.org/10.4043/12195-msopenalex-snapshot
Combined Lateral and Vertical Loading of Caisson Foundations
inferredcites →https://doi.org/10.4043/16844-msopenalex-snapshot
Shear Strength Along Inside of Suction Anchor Skirt Wall in Clay
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.
inferred← citeshttps://doi.org/10.2139/ssrn.4198528openalex-extracted
Research on Bearing Characteristics of Deep-Water Gravity Anchor in Clay
inferred← citeshttps://doi.org/10.1002/dug2.12146openalex-snapshot
Form and load transfer aspects of foundation systems: Case‐based implementation and adaptation for buildings
inferred← citeshttps://doi.org/10.1007/978-981-10-8016-6_89openalex-snapshot
Numerical Study of the Bearing Capacity of Embedded Strip Footings on Non-homogenous Clay Under Inclined Load
inferred← citeshttps://doi.org/10.1007/978-981-19-6513-5_26openalex-snapshot
Parametric Studies on Skirted Foundation Resting on Sandy Soil
inferred← citeshttps://doi.org/10.1007/978-981-95-7952-5_22openalex-snapshot
Influence of Skirts on Mudmat Foundation Stability Under Vertical Loading: A Finite Element Approach
inferred← citeshttps://doi.org/10.1007/978-981-96-7921-8_17openalex-snapshot
Seismic Bearing Capacity Analysis of Skirted Footing on Cohesive-Frictional Soil Slopes
inferred← citeshttps://doi.org/10.1007/978-981-96-8532-5_17openalex-snapshot
Seismic Bearing Capacity Analysis of Skirted Footing on Cohesive-Frictional Soil Slopes
inferred← citeshttps://doi.org/10.1007/978-981-97-1741-5_22openalex-snapshot
Numerical Analysis of Skirted Foundation on Sand for Load–Displacement Behaviour
inferred← citeshttps://doi.org/10.1007/s10706-020-01235-3openalex-snapshot
Experimental Study of the Effects of Bedrock on the Square Skirted Shallow Foundations Behavior
inferred← citeshttps://doi.org/10.1007/s10706-022-02129-2openalex-snapshot
Bearing Capacity of Cylindrical Caissons in Cohesive-Frictional Soils Using Axisymmetric Finite Element Limit Analysis
inferred← citeshttps://doi.org/10.1007/s11440-023-01916-2openalex-snapshot
Inferred Winkler model for uplift response of suction caisson in undrained clays
inferred← citeshttps://doi.org/10.1007/s11440-024-02486-7openalex-snapshot
Lateral capacity and failure mechanisms of skirted foundation resting on slopes
inferred← citeshttps://doi.org/10.1007/s11804-024-00411-8openalex-snapshot
Influence of Length to Diameter Ratio of the Skirt on Horizontal Bearing Characteristics of Tripod Suction Jacket Foundation in Sandy Soil
inferred← citeshttps://doi.org/10.1007/s12145-023-01175-5openalex-snapshot
An extreme learning neural network approach for seismic bearing capacity estimation of planar caissons in nonhomogeneous clays
inferred← citeshttps://doi.org/10.1007/s13344-011-0002-0openalex-snapshot
Undrained bearing capacity of spudcan under combined loading
inferred← citeshttps://doi.org/10.1007/s40098-017-0270-6openalex-snapshot
Performance of Multi-Edge Skirted Footings Resting on Sand
inferred← citeshttps://doi.org/10.1007/s40098-024-00921-wopenalex-snapshot
Experimental and Numerical Evaluation Performance of Strip Foundation Reinforced with Steel Slag Columns Compared to Skirted Foundation
inferred← citeshttps://doi.org/10.1007/s40098-026-01588-1openalex-snapshot
Skirted Footings in Geotechnical Engineering: Evolution, State-of-the-Art, and Emerging Innovations
inferred← citeshttps://doi.org/10.1007/s40515-021-00154-xopenalex-snapshot
Pullout Capacity Factor for Cylindrical Suction Caissons in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion
inferred← citeshttps://doi.org/10.1007/s40515-025-00753-yopenalex-snapshot
Adaptive FELA and Machine Learning for Skirted Footing Performance Under Inclined Loading
inferred← citeshttps://doi.org/10.1007/s40515-025-00768-5openalex-snapshot
Numerical Evaluation of Undrained Bearing Capacity of Unconnected Strip and Circular Skirted Footings
inferred← citeshttps://doi.org/10.1007/s40996-026-02262-5openalex-snapshot
A Novel Application for Skirted Foundations: Use for Large Steel Storage Tanks on Soft Soils
inferred← citeshttps://doi.org/10.1007/s41062-023-01070-4openalex-snapshot
The undrained vertical bearing capacity of skirted foundations located on slopes using finite element limit analysis
inferred← citeshttps://doi.org/10.1016/j.apor.2016.05.001openalex-snapshot
Evaluation of undrained failure envelopes of caisson foundations under combined loading
inferred← citeshttps://doi.org/10.1016/j.apor.2017.11.010openalex-snapshot
An experimental investigation of the cyclic response of bucket foundations in soft clay under one-way cyclic horizontal loads
inferred← citeshttps://doi.org/10.1016/j.apor.2018.03.007openalex-snapshot
New design equation for undrained pullout capacity of suction caissons considering combined effects of caisson aspect ratio, adhesion factor at interface, and linearly increasing strength
inferred← citeshttps://doi.org/10.1016/j.apor.2020.102072openalex-snapshot
Large-scale laboratory tests of a new type of bucket foundation in sand subjected to vertical loading
inferred← citeshttps://doi.org/10.1016/j.apor.2021.102630openalex-snapshot
Micro-mechanical analysis of caisson foundation in sand using DEM: Particle shape effect
inferred← citeshttps://doi.org/10.1016/j.apor.2022.103308openalex-snapshot
Horizontal bearing capacity factors for conical footings on clay
inferred← citeshttps://doi.org/10.1016/j.apor.2023.103534openalex-snapshot
Centrifuge tests and numerical simulations on vertical bearing capacity of mat foundation on marine clay seabed
inferred← citeshttps://doi.org/10.1016/j.apor.2024.104129openalex-snapshot
Numerical study of the bearing capacity of the hybrid skirted foundations in silty sand under combined loading
inferred← citeshttps://doi.org/10.1016/j.apor.2024.104256openalex-snapshot
Thermal-mechanical sequence coupling analysis on the ultimate bearing capacity of embedded foundations in polar marine permafrost
inferred← citeshttps://doi.org/10.1016/j.apor.2025.104766openalex-snapshot
Envelope of bearing capacity for gravity anchors in strain-softening soils under VHM loading: A Cosserat continuum FEM study
inferred← citeshttps://doi.org/10.1016/j.compgeo.2013.11.006openalex-snapshot
Combined loading of caisson foundations in cohesive soil: Finite element versus Winkler modeling
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.2017.01.019openalex-snapshot
Bearing capacity of rectangular footings in uniform clay with deep embedment
inferred← citeshttps://doi.org/10.1016/j.compgeo.2018.12.013openalex-snapshot
Discrete numerical simulations of torpedo anchor installation in granular soils
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103543openalex-snapshot
Bearing capacity of a side-rounded suction caisson foundation under general loading in clay
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.2024.106552openalex-snapshot
Undrained HM bearing capacity of hybrid foundations in spatially variable soils
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107637openalex-snapshot
Numerical investigation and ML-based formulation for conventional and modified suction caissons subjected to unidirectional and combined loadings
inferred← citeshttps://doi.org/10.1016/j.enconman.2017.12.061openalex-snapshot
A review on recent advancements of substructures for offshore wind turbines
inferred← citeshttps://doi.org/10.1016/j.engappai.2025.110005openalex-snapshot
A machine learning based framework for the probability failure envelope analysis of foundations in spatially variable 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.2013.12.017openalex-snapshot
Group effect on bearing capacities of tripod bucket foundations in undrained clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2014.02.034openalex-snapshot
Bearing behavior of wide-shallow bucket foundation for offshore wind turbines in drained silty sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2014.04.025openalex-snapshot
Evaluation of combined horizontal-moment bearing capacities of tripod bucket foundations in undrained clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2016.05.056openalex-snapshot
Vertical bearing capacity of bucket foundations in sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2017.02.015openalex-snapshot
Vertical bearing capacity of bucket foundation in sand overlying clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2018.04.007openalex-snapshot
Capacity of skirted foundations in sand-over-clay under combined V-H-M loading
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2019.03.049openalex-snapshot
Vertical performance of suction bucket foundation for offshore wind turbines in sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107240openalex-snapshot
Micro-mechanical analysis of caisson foundation in sand using DEM
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107921openalex-snapshot
Micro-mechanical analysis of caisson foundation in sand using DEM: Particle breakage effect
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2021.109007openalex-snapshot
Capacity of caissons in stiff-over-soft clay under combined V–H-M loadings
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.2023.115962openalex-snapshot
Combined VHM bearing capacity of pile leg-mat foundation on marine clay seabed
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.116883openalex-snapshot
Bearing capacity of the gravity tripod foundation under general loading in clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.117850openalex-snapshot
Macro-element modeling of suction caisson subjected to vertical tensile loading via up-scaling soil stress-strain relations
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118854openalex-snapshot
The upper-bound solution for vertical bearing capacity of the suction caisson in a three-layer soil seabed
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.119774openalex-snapshot
Analysis of the anti-sliding performance of skirted edges on the submersible platforms using the CEL method
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.120104openalex-snapshot
A simplified analytical framework for the bearing capacity of the grouped bucket foundation under six-degree-of-freedom load
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.120757openalex-snapshot
Numerical investigation to contribution of peripheral skirt and frame on undrained capacity of framed-tripod hexagonal bucket foundation in clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2026.126271openalex-snapshot
Probabilistic analysis of skirted foundations for sand overlying spatially random clay under uniaxial loads
inferred← citeshttps://doi.org/10.1016/j.probengmech.2025.103829openalex-snapshot
Finite element limit analysis of undrained vertical bearing capacity of skirted foundations in anisotropic random cohesive soils
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Foundations of offshore wind turbines: A review
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Effect of Embedment and Spacing of Cojoined Skirted Foundation Systems on Undrained Limit States under General Loading
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000755openalex-snapshot
Interaction Effect of Two Closely Spaced Skirted Strip Foundations in Cohesionless Soil Using Upper-Bound Limit Analysis
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002527openalex-snapshot
Bearing Capacity of Circular Foundations on Weak Cohesive Soils Reinforced with Stone Columns
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
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.1943-5606.0002885openalex-snapshot
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated 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/10.1061/9780784412138.0010openalex-snapshot
Offshore Geotechnics - The Challenges of Deepwater Soft Sediments
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9211openalex-snapshot
Bearing Capacity of a Skirted Square Footing under Eccentric Loading in Granular Soil
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9283openalex-snapshot
Bearing Capacity of Hybrid Skirted Foundations in Silty Sand-over-Clay under Combined VHM 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/10.1063/5.0236340openalex-snapshot
Bearing capacity improvement of clay soil using skirted footing
inferred← citeshttps://doi.org/10.1063/5.0306301openalex-snapshot
Effect of inclination of skirt footing on bearing capacity
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.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.2019.1656311openalex-snapshot
Experimental investigation on the bearing capacity of skirted foundations on submerged gypseous soil
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.2023.2299261openalex-snapshot
Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation
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/10.1080/17445302.2024.2377509openalex-snapshot
Approximate settlement influence factors for bucket foundations
inferred← citeshttps://doi.org/10.1080/17486025.2020.1794058openalex-snapshot
Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis
inferred← citeshttps://doi.org/10.1080/17486025.2023.2228248openalex-snapshot
Performance of loosely skirted square footing resting on reinforced sand under vertical concentric and eccentric loading
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/10.1088/1755-1315/1332/1/012030openalex-snapshot
Holding capacity of a novel hybrid helical-skirted foundation of offshore wind turbines
inferred← citeshttps://doi.org/10.1088/1755-1315/304/2/022058openalex-snapshot
Effect of honeycomb bulkheads on uniaxial undrained bearing capacities of wide-shallow bucket foundation
inferred← citeshttps://doi.org/10.1139/cgj-2018-0838openalex-snapshot
Centrifuge modelling of uplift response of suction caisson groups in soft clay
inferred← citeshttps://doi.org/10.1155/2019/9769042openalex-snapshot
Evaluation of Undrained Bearing Capacities of Wide‐Shallow Bucket Foundation with Honeycomb Bulkheads in Clay
inferred← citeshttps://doi.org/10.1155/2021/2263810openalex-snapshot
Penetration and Pullout Capacity of Low‐Skirted Suction Caissons
inferred← citeshttps://doi.org/10.1186/s40703-020-00109-0openalex-snapshot
Model studies of plus and double box shaped skirted footings resting on sand
inferred← citeshttps://doi.org/10.12814/jkgss.2015.14.1.001openalex-snapshot
Development of Nonlinear Spring Modeling Technique of Group Suction Piles in Clay
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/10.1515/jmbm-2022-0252openalex-snapshot
Behavior of circular skirted footing on gypseous soil subjected to water infiltration
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/geot.2007.00098openalex-snapshot
The undrained capacity of skirted strip foundations under combined loading
inferred← citeshttps://doi.org/10.1680/jphmg.16.00079openalex-snapshot
Study of the behaviour of skirted shallow foundations resting on sand
inferred← citeshttps://doi.org/10.1680/jphmg.24.00041openalex-snapshot
Settlement and rotation of skirted square footing under eccentric loading in granular soil
inferred← citeshttps://doi.org/10.2478/sgem-2022-0012openalex-snapshot
Behavior of Vertically Confined Square Footing on Reinforced Sand under Centric Inclined Loading
inferred← citeshttps://doi.org/10.28991/cej-2023-09-07-017openalex-snapshot
Experimental and Numerical Parametric Studies on Inclined Skirted Foundation Resting on Sand
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/10.31026/j.eng.2023.03.03openalex-snapshot
Experimental Study on the Behavior of Square-Skirted Foundation Rested on Gypseous soil Under Inclined Load
inferred← citeshttps://doi.org/10.31026/j.eng.2025.06.03openalex-snapshot
A Review Study to Assess Skirted Foundation's Performance
inferred← citeshttps://doi.org/10.3390/a14100288openalex-snapshot
Machine Learning-Based Prediction of the Seismic Bearing Capacity of a Shallow Strip Footing over a Void in Heterogeneous Soils
inferred← citeshttps://doi.org/10.3390/jmse11030505openalex-snapshot
Research on Bearing Characteristics of Gravity Anchor in Clay
inferred← citeshttps://doi.org/10.3390/jmse11122336openalex-snapshot
Numerical Study on the Responses of Suction Pile Foundations under Horizontal Cyclic Loading Considering the Soil Stiffness Degradation
inferred← citeshttps://doi.org/10.3390/pr10112459openalex-snapshot
Numerical Study on Pile Group Effect and Carrying Capacity of Four-Barreled Suction Pile Foundation under V-H-M Combined Loading Conditions
inferred← citeshttps://doi.org/10.3390/su14084456openalex-snapshot
Prediction of Uplift Capacity of Cylindrical Caissons in Anisotropic and Inhomogeneous Clays Using Multivariate Adaptive Regression Splines
inferred← citeshttps://doi.org/10.34256/ijceae19110openalex-snapshot
Experimental Investigation of Various Shell Footings in Cohesive and Cohesionless Soil
inferred← citeshttps://doi.org/10.37650/ijce.2021.172857openalex-snapshot
Improving Bearing Capacity by Skirted Foundation: A Review Study
inferred← citeshttps://doi.org/10.3846/13923730.2013.801915openalex-snapshot
VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.353-356.329openalex-snapshot
Shape Effects on the Undrained Uplift Capacity of Skirted Suction Foundations in Clay
inferred← citeshttps://doi.org/10.4236/ojg.2018.86036openalex-snapshot
Semi-Deep Skirted Foundations and Numerical Solution to Evaluate Bearing Capacity
inferred← citeshttps://doi.org/10.48084/etasr.12535openalex-snapshot
A Comparative Experimental Study of Circular Footings on Sand Reinforced with Geogrid and Loosely Skirted Foundations under Eccentric Loading
inferred← citeshttps://doi.org/10.48084/etasr.8421openalex-snapshot
Loosely Skirted Circular Foundation under Different Loading Conditions: Performance, Mechanism, and Limitations
inferred← citeshttps://doi.org/10.7843/kgs.2011.27.10.025openalex-snapshot
Numerical Analysis on Bearing Capacity of a Suction Bucket in Clay
inferred← citeshttps://doi.org/10.7843/kgs.2013.29.11.119openalex-snapshot
Horizontal Bearing Behavior of Group Suction Piles by Numerical Analysis
inferred← citeshttps://doi.org/10.7843/kgs.2015.31.7.29openalex-snapshot
Vertical Load Transfer Mechanism of Bucket Foundation in Sand
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