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Bearing Capacity of Circular Footings and Suction Caisson on One- and Two-Layered Clay Under Vertical Loading

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

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Theoretical Soil Mechanics

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Lower bound limit analysis using finite elements and linear programming

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Active earth pressure on a cylindrical retaining wall with considering the spatial arching effect

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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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A parametric study on the vertical pullout capacity of suction caisson foundation in cohesive soil

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Upper bound limit analysis using discontinuous velocity fields

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Feasibility study of offshore wind turbines with hybrid monopile foundation based on centrifuge modeling

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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

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Combined bearing capacity of bucket foundations in soft-over-stiff clay

inferredcites →https://doi.org/10.1016/j.compgeo.2012.05.009openalex-extracted

Numerical modelling of a hybrid skirted foundation under combined loading

inferredcites →https://doi.org/10.1016/j.compgeo.2015.05.018openalex-extracted

Bearing capacity of strip footings on two-layered clay under combined loading

inferredcites →https://doi.org/10.1016/j.compgeo.2016.08.012openalex-extracted

Parametric studies of disturbed rock slope stability based on finite element limit analysis methods

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A simplified method for assessing the dynamic behaviour of a pile in layered saturated soils that considers current scour

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Undrained capacity of skirted circular foundations under fully three-dimensional loading

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Influence of soft band on seismic slope stability by finite-element limit-analysis modelling

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Nonlinear 3D finite element analysis of suction caisson-tower-soil system subjected to horizontal earthquake excitation

inferredcites →https://doi.org/10.1016/j.oceaneng.2012.06.001openalex-extracted

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

inferredcites →https://doi.org/10.1016/j.oceaneng.2014.04.025openalex-extracted

Evaluation of combined horizontal-moment bearing capacities of tripod bucket foundations in undrained clay

inferredcites →https://doi.org/10.1061/(asce)0733-9410(1993)119:4(662)openalex-extracted

Seismic Bearing Capacity and Settlements of Foundations

inferredcites →https://doi.org/10.1061/(asce)1090-0241(2004)130:3(240)openalex-extracted

Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading

inferredcites →https://doi.org/10.1061/(asce)1532-3641(2009)9:6(267)openalex-extracted

Effect of Embedment and Spacing of Cojoined Skirted Foundation Systems on Undrained Limit States under General Loading

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001685openalex-extracted

Uniaxial Capacities of Skirted Circular Foundations in Clay

inferredcites →https://doi.org/10.1080/1064119x.2017.1410869openalex-extracted

Undrained pullout capacity of modified suction caisson in clay by finite element limit analysis

inferredcites →https://doi.org/10.1080/1064119x.2018.1459975openalex-extracted

Theoretical studies on penetration resistance of suction caissons in clay

inferredcites →https://doi.org/10.1080/1064119x.2021.1879976openalex-extracted

Investigation of scour effects on the vertical bearing capacity of suction caissons considering stress history

inferredcites →https://doi.org/10.1080/1064119x.2022.2107465openalex-extracted

Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay

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LXXXVIII. On the state of stress in a plastic-rigid body at the yield point

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Experimental studies on differences of penetration between modified suction caisson and regular suction caisson in clay

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The Safety Factor of an Elastic-Plastic Body in Plane Strain

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Analytical Study on the Pullout Resistance of Suction Caisson in Clay

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Centrifuge modelling of uplift response of suction caisson groups in soft clay

inferredcites →https://doi.org/10.1139/cgj-2020-0557openalex-extracted

Limit equilibrium solutions to anti-overturning bearing capacity of suction caissons in uniform and linearly increasing strength clays

inferredcites →https://doi.org/10.1139/cgj-34-2-241openalex-extracted

Bearing capacity of plane-strain footings on layered soils

inferredcites →https://doi.org/10.1139/t02-030openalex-extracted

Performance of suction caissons in sand and clay

inferredcites →https://doi.org/10.1139/t89-084openalex-extracted

Upper bound to bearing capacity of layered soils

inferredcites →https://doi.org/10.1680/geolett.14.00010openalex-extracted

A generalised failure envelope for undrained capacity of circular shallow foundations under general loading

inferredcites →https://doi.org/10.1680/geot.12.p.179openalex-extracted

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

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

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.1999.49.4.471openalex-extracted

Rigorous plasticity solutions for the bearing capacity of two-layered clays

inferredcites →https://doi.org/10.1680/geot.2002.52.1.61openalex-extracted

Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads

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

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

inferredcites →https://doi.org/10.1680/geot.2007.57.8.647openalex-extracted

Two- and three-dimensional bearing capacity of footings in sand

inferredcites →https://doi.org/10.1680/jgeot.20.pisa.009openalex-extracted

Application of the PISA design model to monopiles embedded in layered soils

inferredcites →https://doi.org/10.2136/sssaj1976.03615995004000040002xopenalex-extracted

Limit Analysis and Soil Plasticity

inferredcites →https://doi.org/10.3208/sandf.35.4_21openalex-extracted

Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth

inferredcites →https://doi.org/10.3208/sandf1972.26.3_143openalex-extracted

An Upper Bound Calculation on Bearing Capacity of a Circular Footing on a Non-Homogeneous Clay

inferredcites →https://doi.org/10.3846/13923730.2013.801915openalex-extracted

VERTICAL CAPACITY OF BUCKET FOUNDATIONS IN UNDRAINED SOIL

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