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Response of suction caissons for tidal current turbine applications in soft clay to monotonic and cyclic vertical loading

https://doi.org/10.1139/cgj-2016-0133

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What this work says

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

inferredcites →https://doi.org/10.1002/9780470172766openalex-snapshot

Theoretical Soil Mechanics

inferredcites →https://doi.org/10.1016/j.apor.2010.09.002openalex-snapshot

Model testing of suction caissons in clay subjected to vertical loading

inferredcites →https://doi.org/10.1016/j.oceaneng.2004.10.007openalex-snapshot

Components of suction caisson capacity measured in axial pullout tests

inferredcites →https://doi.org/10.1061/(asce)1090-0241(2007)133:11(1352)openalex-snapshot

Uplift Capacity of Suction Caissons under Sustained and Cyclic Loading in Soft Clay

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001461openalex-snapshot

Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays

inferredcites →https://doi.org/10.1098/rsta.2003.1286openalex-snapshot

Foundations for offshore wind turbines

inferredcites →https://doi.org/10.1520/d4648_d4648m-13openalex-snapshot

Test Method for Laboratory Miniature Vane Shear Test for SaturatedFine-Grained Clayey Soil

inferredcites →https://doi.org/10.1680/ener.2009.162.2.57openalex-snapshot

An assessment of axial loading on a five-turbine array

inferredcites →https://doi.org/10.1680/geng.12.00036openalex-snapshot

Suction caissons for cross-flow tidal power system

inferredcites →https://doi.org/10.1680/geot.2005.55.4.287openalex-snapshot

Field trials of suction caissons in clay for offshore wind turbine foundations

inferredcites →https://doi.org/10.1680/geot.2006.56.9.617openalex-snapshot

A comparison of field and laboratory tests of caisson foundations in sand and clay

inferredcites →https://doi.org/10.1680/geot.2007.00108openalex-snapshot

Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading

inferredcites →https://doi.org/10.1680/geot.2007.57.6.499openalex-snapshot

External radial stress changes and axial capacity for suction caissons in soft clay

inferredcites →https://doi.org/10.1680/jgeot.15.p.026openalex-snapshot

Effects of preloading and consolidation on the uplift capacity of skirted foundations

inferredcites →https://doi.org/10.2307/520285openalex-snapshot

The River Klaralven: A Study of Fluvial Processes

inferredcites →https://doi.org/10.5287/ora-m8gaameykopenalex-snapshot

Model testing of foundations for offshore wind turbines

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/s10706-025-03610-4openalex-snapshot

Undrained Vertical Uplift Capacity of Bucket Foundations in Overconsolidated Clay under Two Way Cyclic Loading

inferred← citeshttps://doi.org/10.1007/s12517-021-06588-4openalex-snapshot

Optimal substitution rate analysis of submarine natural gas hydrates considering geological and hydrological conditions

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.apor.2024.104071openalex-snapshot

Fatigue behavior of bucket foundation under vertical cyclic loading

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.compgeo.2025.107449openalex-snapshot

Constitutive modeling of effects of path-dependent full-strain-range nonlinearity on cyclic behavior of undrained clays

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.113973openalex-snapshot

Dynamic response of single-bucket foundation in clay under vertical variable amplitude cyclic loadings

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2026.125362openalex-snapshot

Numerical investigation on uplift response of suction caissons for offshore wind turbine applications in structured marine clays

inferred← citeshttps://doi.org/10.1016/j.rineng.2024.103278openalex-snapshot

Shear behavior at the interface of rough surfaces and cohesive soils under axial loading

inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109382openalex-snapshot

Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling

inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109971openalex-snapshot

Experimental investigation of dynamic uplift response of suction caissons in soft clay for TLP floating offshore wind turbines under sustained and cyclic loading

inferred← citeshttps://doi.org/10.1061/ajrua6.rueng-1623openalex-snapshot

Failure Envelopes and Optimal Loading Points of Suction Caissons in Layered Soil Profiles

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14023openalex-snapshot

Direction-Dependent Skin Friction between Snakeskin-Inspired Surfaces and Piles and Normally Consolidated Clay

inferred← citeshttps://doi.org/10.1080/1064119x.2023.2212437openalex-snapshot

Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings

inferred← citeshttps://doi.org/10.1080/1064119x.2026.2621835openalex-snapshot

An experimental study on water migration near clay–caisson interface under long-term cyclic loading

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/10.1680/jphmg.25.00001openalex-snapshot

Performance of bucket foundations during installation and under sustained vertical loading

inferred← citeshttps://doi.org/10.2139/ssrn.7149512openalex-snapshot

In-bucket vacuum preloading for suction bucket foundations in soft clay: Consolidation response and uplift capacity enhancement

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