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Mechanisms of pipe embedment and lateral breakout on soft clay

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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/nme.1350openalex-snapshot
Combining upper bound and strain path methods for evaluating penetration resistance
inferredcites →https://doi.org/10.1007/bf02462763openalex-snapshot
The consolidation of soft marine sediments
inferredcites →https://doi.org/10.1061/(asce)0733-950x(1989)115:2(205)openalex-snapshot
Pipe‐Soil Interaction Model
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)1532-3641(2005)5:4(320)openalex-snapshot
Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil
inferredcites →https://doi.org/10.1061/(asce)1532-3641(2007)7:4(287)openalex-snapshot
Computational Techniques and Shear Band Development for Cylindrical and Spherical Penetrometers in Strain-Softening Clay
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000041openalex-snapshot
Analysis of Soil Strength Degradation during Episodes of Cyclic Loading, Illustrated by the T-Bar Penetration Test
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000070openalex-snapshot
Effect of Surface Heave on Response of Partially Embedded Pipelines on Clay
inferredcites →https://doi.org/10.1115/1.2920143openalex-snapshot
A Soil Resistance Model for Pipelines Placed on Sandy Soils
inferredcites →https://doi.org/10.1115/omae2005-67559openalex-snapshot
Effects of Drained Pre-Loading on the Performance of Shallow Foundations on Overconsolidated Clay
inferredcites →https://doi.org/10.1139/t08-041openalex-snapshot
Reply to the discussion by McCarron on “Large-scale modelling of soil–pipe interaction during large amplitude cyclic movements of partially embedded pipelines”Appears in Canadian Geotechnical Journal, 45: 742–743.
inferredcites →https://doi.org/10.1306/01260403086openalex-snapshot
Analysis of submarine slumping in the Gabon continental slope
inferredcites →https://doi.org/10.1680/geot.1984.34.4.449openalex-snapshot
The interpretation of in situ soil tests
inferredcites →https://doi.org/10.1680/geot.1984.34.4.613openalex-snapshot
The limiting pressure on a circular pile loaded laterally in cohesive soil
inferredcites →https://doi.org/10.1680/geot.1989.39.2.213openalex-snapshot
Pipe penetration in cohesive soil
inferredcites →https://doi.org/10.1680/geot.2003.53.7.619openalex-snapshot
Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
inferredcites →https://doi.org/10.1680/geot.2006.56.2.141openalex-snapshot
Upper-bound analysis of lateral pile capacity in cohesive soil
inferredcites →https://doi.org/10.1680/geot.2007.00164openalex-snapshot
Resistance of full-flow penetrometers in rate-dependent and strain-softening clay
inferredcites →https://doi.org/10.1680/geot.2008.58.4.297openalex-snapshot
Upper-bound yield envelopes for pipelines at shallow embedment in clay
inferredcites →https://doi.org/10.1680/geot.2008.58.6.461openalex-snapshot
The ultimate undrained resistance of partially embedded pipelines
inferredcites →https://doi.org/10.1680/ijpmg.2005.050301openalex-snapshot
An image-based deformation measurement system for the geotechnical centrifuge
inferredcites →https://doi.org/10.17736/10535381openalex-snapshot
International Journal of Offshore and Polar Engineering
inferredcites →https://doi.org/10.3208/sandf.48.133openalex-snapshot
Upper Bound Plasticity Analysis of a Partially-Embedded Pipe Under Combined Vertical and Horizontal Loading
inferredcites →https://doi.org/10.4043/17815-msopenalex-snapshot
Mitigation Methods for Deepwater Pipeline Instability Induced by Pressure and Temperature Variations
inferredcites →https://doi.org/10.4043/17944-msopenalex-snapshot
Pipe/Soil Interaction Behavior During Lateral Buckling, Including Large-Amplitude Cyclic Displacement Tests by the Safebuck JIP
inferredcites →https://doi.org/10.4043/1876-msopenalex-snapshot
Soil Resistance to Lateral Sliding of Marine Pipelines
inferredcites →https://doi.org/10.4043/5338-msopenalex-snapshot
Full-Scale Pipe-Soil Interaction Tests

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.4718352openalex-extracted
Probabilistic-Based Failure Mechanism Analysis and Quantitative Risk Assessment for Offshore Pipelines Under Impact Loads Buried in Spatially Varied Soils
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Pipe–Seabed Interaction
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Modelling large plastic deformations of cohesive soils using sequential limit analysis
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Regularized SPH model for soil–structure interaction with generalized frictional boundary
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Advanced Soil Constitutive Models and Their Applications to Offshore Geotechnical Problems
inferred← citeshttps://doi.org/10.1007/978-3-7091-1068-3_11openalex-snapshot
Evaluation of the Remoulded Shear Strength of Offshore Clays and Application to Pipeline-Soil and Riser-Soil Interaction
inferred← citeshttps://doi.org/10.1007/978-981-10-6946-8_216openalex-snapshot
Global Buckling of Offshore Pipelines
inferred← citeshttps://doi.org/10.1007/978-981-10-6963-5_216-1openalex-snapshot
Global Buckling of Offshore Pipelines
inferred← citeshttps://doi.org/10.1007/978-981-96-7787-0_20openalex-snapshot
Numerical Analysis of the Uplift Capacity of a Twin Pipeline System on an Inclined Seabed
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A new proposal to simulate soft soils for centrifugal models using reconstituted diatomaceous soils
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Analysis of Penetration Depth of Pipeline on Cohesive Soil Seabed
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Numerical study of pipe-soil interaction under lateral movements on different types of seabed conditions
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Analytical analysis of pipeline–soil interaction during J-lay on a plastic seabed with bearing resistance proportional to depth
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Numerical study of electro-osmotic consolidation effect on pipe-soil interaction
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Break-out resistance of offshore pipelines buried in inclined clayey seabed
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Investigation of the process of pipeline penetration at a shallow embedment in clay with large-deformation analysis
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On-bottom stability of a radial fin integrated surface-laid pipe-section against vertical penetration
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Behavioral analysis of seabed slope subjected to ice gouging
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A simple implementation of RITSS and its application in large deformation analysis
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An effective stress analysis of partially embedded offshore pipelines: Vertical penetration and axial walking
inferred← citeshttps://doi.org/10.1016/j.compgeo.2017.07.006openalex-snapshot
Influences of strain rate and soil remoulding on initial break-out resistance of deepwater on-bottom pipelines
inferred← citeshttps://doi.org/10.1016/j.compgeo.2018.01.018openalex-snapshot
A 3D RITSS approach for total stress and coupled-flow large deformation problems using ABAQUS
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103220openalex-snapshot
Assessment model of pipe–soil interaction during large-amplitude lateral displacements for deep-water pipelines
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103362openalex-snapshot
Undrained bearing capacity of skids/pedrails during trenching for buried submarine pipelines
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104327openalex-snapshot
An interface to numerically model undrained soil-structure interactions
inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.105047openalex-snapshot
A mixed selective edge-based smoothed PFEM with second-order cone programming for geotechnical large deformation analysis
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106693openalex-snapshot
A GWO-ML-based large deformation finite element variable mapping method: An example of RITSS large deformation finite element simulation
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107717openalex-snapshot
Bayesian constitutive model parameter calibration for strain softening soils
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.03.032openalex-snapshot
Analytical study of third-mode lateral thermal buckling for unburied subsea pipelines with sleeper
inferred← citeshttps://doi.org/10.1016/j.ijmecsci.2025.110087openalex-snapshot
Enhanced THM coupling for anisotropic geomaterials and smoothed-FEM simulation
inferred← citeshttps://doi.org/10.1016/j.jestch.2023.101477openalex-snapshot
Effects of shear strength variability on the peak and residual horizontal resistance of on-bottom subsea pipelines in clay
inferred← citeshttps://doi.org/10.1016/j.jpse.2021.01.009openalex-snapshot
Experimental study of trench effect on lateral failure mechanisms around the pipeline buried in clay
inferred← citeshttps://doi.org/10.1016/j.marstruc.2020.102728openalex-snapshot
Analytical study on controlled lateral thermal buckling of antisymmetric mode for subsea pipelines triggered by sleepers
inferred← citeshttps://doi.org/10.1016/j.marstruc.2023.103544openalex-snapshot
Damage mechanism and failure risk analysis of offshore pipelines subjected to impact loads from falling object, considering the soil variability
inferred← citeshttps://doi.org/10.1016/j.marstruc.2024.103719openalex-snapshot
A probability-based study on failure mechanism and quantitative risk analysis for buried offshore pipelines subjected to third-party impact loads, exploring the effects of spatial variability of soil strength
inferred← citeshttps://doi.org/10.1016/j.marstruc.2025.103829openalex-snapshot
Probabilistic analysis of the pipeline embedment in spatially variable clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2010.10.021openalex-snapshot
Recent advances in offshore geotechnics for deep water oil and gas developments
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2016.05.010openalex-snapshot
The effect of a berm on the lateral resistance of a shallow pipeline buried in sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2017.09.035openalex-snapshot
Analytical solution for controlled lateral buckling of unburied subsea pipelines
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2019.05.044openalex-snapshot
Applicability of the strain accumulation procedure for the geotechnical foundation design of zero-radius bend triggers
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107392openalex-snapshot
Experimental and numerical study of submarine pipeline response to hooking loads
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2021.110017openalex-snapshot
Numerical modeling of soil–pipe interaction of single pipeline at shallow embedment in clay by hypoplastic macroelement
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2021.110254openalex-snapshot
Lateral buckling of submarine pipelines under high temperature and high pressure—A literature review
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.115754openalex-snapshot
Analysis of bucket foundation installation in clay considering soil large deformation
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.116339openalex-snapshot
An exponential strength degradation model for clay: From mathematical model to numerical application
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118948openalex-snapshot
Novel hybrid XGBoost-based soft computing models for predicting penetration resistance of buried pipelines in cohesive soils
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.119674openalex-snapshot
Numerical assessment of ship anchor penetration depth in Baltic Sea Sand: Implications for subsea cable burial
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.120119openalex-snapshot
A study on the failure mechanism of offshore pipelines with corrosion defects subjected to impact loads from falling objects
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.120247openalex-snapshot
A particle finite element model to simulate pipe-soil interactions: Penetration, consolidation and operation processes under wave loads
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.121414openalex-snapshot
Long-term settlement of deepsea pipelines on a soft clayey seabed: Poro-elasto-viscoplastic modeling
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.122067openalex-snapshot
Finite element analysis on the snap-through buckling of subsea pipelines initiated by the imposed residual curvature with nonlinear lateral soil resistance
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.122398openalex-snapshot
Modelling excess pore pressure response of soft clay in large deformation offshore engineering problems
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.123160openalex-snapshot
Investigation of undrained axial resistance of subsea pipelines considering effects of soil berm formation, strain softening, and rate dependence
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2026.127882openalex-snapshot
Assessment model of pipeline–soil interaction for shallow embedment pipelines during large amplitude lateral displacements
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2026.128676openalex-snapshot
Reliability-based design for lateral breakout resistance of pipelines under large lateral displacement in spatially random soils
inferred← citeshttps://doi.org/10.1016/j.ress.2025.110801openalex-snapshot
Development of a CNN-based integrated surrogate model in evaluating the damage of buried pipeline under impact loads, considering the soil spatial variability
inferred← citeshttps://doi.org/10.1016/j.sandf.2019.07.001openalex-snapshot
Modelling the degradation of penetration resistance during cyclic T-bar tests in a Gulf of Mexico clay
inferred← citeshttps://doi.org/10.1016/j.tust.2015.04.009openalex-snapshot
Post-failure fracture angle of brittle pipes subjected to differential ground movements
inferred← citeshttps://doi.org/10.1016/j.tws.2017.05.017openalex-snapshot
Localised lateral buckling of partially embedded subsea pipelines with nonlinear soil resistance
inferred← citeshttps://doi.org/10.1016/j.tws.2017.09.030openalex-snapshot
Analytical study of lateral thermal buckling for subsea pipelines with sleeper
inferred← citeshttps://doi.org/10.1051/geotech/2021013openalex-snapshot
A procedure to estimate the lateral force in clay-pipe interaction after breakout
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Analysis of Soil Strength Degradation during Episodes of Cyclic Loading, Illustrated by the T-Bar Penetration Test
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000474openalex-snapshot
Penetration of Steel Catenary Riser in Soft Clay Seabed: Finite-Element and Finite-Volume Methods
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000497openalex-snapshot
Numerical Modeling of Suction and Trench Formation at the Touchdown Zone of Steel Catenary Riser
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000961openalex-snapshot
Limit Analysis Method for Evaluating Soil Resistance to Lateral Motions of Pipelines Partially Embedded in a Seafloor
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001246openalex-snapshot
Effect of Tension on the Combined Loading Failure Envelope of a Pipeline on Soft Clay Seabed
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001420openalex-snapshot
Modeling Cyclic Embedment of Deep-Water Pipelines Using Large Displacement Limit Analysis
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001648openalex-snapshot
Practical Large-Deformation Finite-Element Method for 3D Geotechnical Problems Involving Free Surface Deformations
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001859openalex-snapshot
Failure and Deformation Mechanisms of Vertical Plate Anchors Subjected to Lateral Loading in Sand
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000070openalex-snapshot
Effect of Surface Heave on Response of Partially Embedded Pipelines on Clay
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000428openalex-snapshot
Pipe-Soil Interaction Model Incorporating Large Lateral Displacements in Calcareous Sand
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002826openalex-snapshot
Quantifying Residual Resistance of Light Pipelines during Large-Amplitude Lateral Displacement Using Sequential Limit Analysis
inferred← citeshttps://doi.org/10.1061/(asce)ps.1949-1204.0000214openalex-snapshot
Undrained Load-Displacement Behavior of Partially Embedded Pipeline on Seabed
inferred← citeshttps://doi.org/10.1061/(asce)ps.1949-1204.0000263openalex-snapshot
Upper-Bound Analysis of Maximal Lateral Resistance for Pipelines without Embedment in Sand
inferred← citeshttps://doi.org/10.1061/(asce)ps.1949-1204.0000332openalex-snapshot
Experimental and Upper-Bound Analysis of Lateral Soil Resistance for Shallow-Embedded Pipeline in Bohai Sand
inferred← citeshttps://doi.org/10.1061/(asce)ps.1949-1204.0000358openalex-snapshot
Exploring the Design Space Governing the Lateral Buckle Capacity of Subsea Pipelines
inferred← citeshttps://doi.org/10.1061/(asce)ww.1943-5460.0000531openalex-snapshot
Numerical Investigation of Dynamic Pipe–Soil Interaction on Electrokinetic-Treated Soft Clay Soil
inferred← citeshttps://doi.org/10.1061/40972(311)14openalex-snapshot
Physical and Numerical Simulation of Shallow Penetration of a Cylindrical Object into Soft Clay
inferred← citeshttps://doi.org/10.1061/9780784412121.246openalex-snapshot
Centrifuge modelling to support the design of subsea pipelines
inferred← citeshttps://doi.org/10.1061/9780784479087.033openalex-snapshot
Visualizing the Shallow Failure Mechanism of the T-Bar Penetrometer
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9214openalex-snapshot
Modeling the Thermal-Induced Buckling of Offshore Pipelines in Clay Using the Effective Stress RITSS Method in Three Dimensions
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-12267openalex-snapshot
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-13390openalex-snapshot
Pipe–Soil Interaction with Large Lateral Movement on Undrained Clay: An LDFE Analysis
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Finite element analysis of cyclic behaviour of laterally loaded pile influenced by vertical and biaxial loading
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The influence of pipeline–trenchbed interaction intensity on lateral soil resistance and failure mechanisms
inferred← citeshttps://doi.org/10.1080/19648189.2020.1742795openalex-snapshot
Physical model tests of lateral pipe–soil interaction including the pipe trajectory in sand
inferred← citeshttps://doi.org/10.1080/19648189.2022.2051077openalex-snapshot
Stiffness and strength parameters for the hardening soil model of a reconstituted diatomaceous soil
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Simulation of controlled modulus column installation using a large deformation finite element analysis
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Numerical Simulations of Dynamic Embedment During Pipe Laying on Soft Clay
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Modelling the embedment process during offshore pipe-laying on fine-grained soils
inferred← citeshttps://doi.org/10.1139/cgj-2012-0307openalex-snapshot
Coupled consolidation analysis of pipe–soil interactions
inferred← citeshttps://doi.org/10.1139/cgj-2014-0045openalex-snapshot
Finite element modeling of partially embedded pipelines in clay seabed using Coupled Eulerian–Lagrangian method
inferred← citeshttps://doi.org/10.1139/cgj-2018-0094openalex-snapshot
Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test
inferred← citeshttps://doi.org/10.1139/cgj-2019-0408openalex-snapshot
Pipe–soil interaction on free-span shoulder subject to vortex-induced vibration
inferred← citeshttps://doi.org/10.1139/cgj-2020-0321openalex-snapshot
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels
inferred← citeshttps://doi.org/10.1139/t08-041openalex-snapshot
Reply to the discussion by McCarron on “Large-scale modelling of soil–pipe interaction during large amplitude cyclic movements of partially embedded pipelines”Appears in Canadian Geotechnical Journal, 45: 742–743.
inferred← citeshttps://doi.org/10.1139/t09-147openalex-snapshot
Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement
inferred← citeshttps://doi.org/10.1201/b10554-5openalex-snapshot
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Shearing Failure Visualization via Particle Tracking in Soft Clay Using a Transparent Soil
inferred← citeshttps://doi.org/10.1520/gtj20180229openalex-snapshot
Centrifuge Modeling of Axial Pipe-Soil Interaction of Deep-Water Pipelines
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Novel surface speckle preparation method for imaging techniques for clay models
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The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines
inferred← citeshttps://doi.org/10.1680/geot.10.p.107openalex-snapshot
Numerical simulations of pipe–soil interaction during large lateral movements on clay
inferred← citeshttps://doi.org/10.1680/geot.12.og.001openalex-snapshot
Field observations of as-laid pipeline embedment in carbonate sediments
inferred← citeshttps://doi.org/10.1680/geot.2007.00164openalex-snapshot
Resistance of full-flow penetrometers in rate-dependent and strain-softening clay
inferred← citeshttps://doi.org/10.1680/geot.2008.58.6.461openalex-snapshot
The ultimate undrained resistance of partially embedded pipelines
inferred← citeshttps://doi.org/10.1680/geot.8.t.015openalex-snapshot
Consolidation around partially embedded seabed pipelines
inferred← citeshttps://doi.org/10.1680/geot.8.t.036openalex-snapshot
The mechanism of steady friction between seabed pipelines and clay soils
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Failure mechanisms of skirted foundations in uplift and compression
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Physical modelling of pipe embedment and equalisation in clay
inferred← citeshttps://doi.org/10.1680/jgeot.16.p.256openalex-snapshot
Sequential limit analysis of pipe–soil interaction during large-amplitude cyclic lateral displacements
inferred← citeshttps://doi.org/10.1680/jgeot.16.p.280openalex-snapshot
Softening and consolidation around seabed pipelines: centrifuge modelling
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.133openalex-snapshot
DEM simulations of transverse pipe–soil interaction on sand
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.160openalex-snapshot
Modelling T-bar penetration in soft clay using large-displacement sequential limit analysis
inferred← citeshttps://doi.org/10.1680/jgeot.23.rl.001openalex-snapshot
Constitutive modelling in computational geomechanics – 61st Rankine lecture, British Geotechnical Association, 2023
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Synchronised multi-scale image analysis of soil deformations
inferred← citeshttps://doi.org/10.1680/jphmg.15.00059openalex-snapshot
Modelling of a pipeline subjected to soil mass movements
inferred← citeshttps://doi.org/10.1680/jphmg.21.00042openalex-snapshot
Soil flow mechanisms around cone penetrometer in layered clays
inferred← citeshttps://doi.org/10.1680/jphmg.24.00063openalex-snapshot
Detection and measurement of strain localisations in clay using particle image velocimetry
inferred← citeshttps://doi.org/10.2112/jcoastres-d-15-00231.1openalex-snapshot
Model Test for Lateral Soil Resistance of Partially Embedded Subsea Pipelines on Sand during Large-Amplitude Lateral Movement
inferred← citeshttps://doi.org/10.2112/si73-069.1openalex-snapshot
Study on the Lateral Soil Resistance Acting on the Buried Pipeline
inferred← citeshttps://doi.org/10.2118/19589-msopenalex-snapshot
Pipe-Soil Interaction during Lateral Buckling and Pipeline Walking — The SAFEBUCK JIP
inferred← citeshttps://doi.org/10.2139/ssrn.6991932openalex-snapshot
A spring model for the pipe-soil interaction analysis
inferred← citeshttps://doi.org/10.3390/app15168778openalex-snapshot
Analysis of Penetration Performance Between a Hollow Penetrator and Seabed Clay by Coupled Eulerian–Lagrangian Method
inferred← citeshttps://doi.org/10.3390/jmse10020299openalex-snapshot
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed
inferred← citeshttps://doi.org/10.3390/jmse10111734openalex-snapshot
Effects of Strain-Softening and Strain-Rate Dependence on the Anchor Dragging Simulation of Clay through Large Deformation Finite Element Analysis
inferred← citeshttps://doi.org/10.3390/jmse11122353openalex-snapshot
A Method for Predicting the Load Interaction between Reinforced Thermoplastic Pipe and Sandy Soil Based on Model Testing
inferred← citeshttps://doi.org/10.3390/jmse13112147openalex-snapshot
Lateral Instability of Submarine Pipelines on Sloping Silt Seabeds: Experimental Investigation and an Improved Predictive Model
inferred← citeshttps://doi.org/10.3390/jmse8060460openalex-snapshot
Perspective Review on Subsea Jet Trenching Technology and Modeling
inferred← citeshttps://doi.org/10.3390/jmse9101074openalex-snapshot
Buckling Mechanism of Offshore Pipelines: A State of the Art
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.553.428openalex-snapshot
Coupled Finite Element Analysis of Partially Embedded Offshore Pipelines during Vertical Penetration
inferred← citeshttps://doi.org/10.4043/27623-msopenalex-snapshot
The State of Knowledge of Pipe-Soil Interaction for On-Bottom Pipeline Design
inferred← citeshttps://doi.org/10.4043/35473-msopenalex-snapshot
The Design of a New Laboratory Facility to Evaluate Axial and Lateral Pipe-Soil Interaction at Real Scale
inferred← citeshttps://doi.org/10.4225/23/5940d92b700d5openalex-snapshot
Whole-life geotechnical response of tolerably mobile subsea infrastructure
inferred← citeshttps://doi.org/10.4233/uuid:a663c6e3-d811-4c74-8bfb-c79a52c073e6openalex-snapshot
On the modelling of piles in sand in the small geotechnical centrifuge
inferred← citeshttps://doi.org/10.4233/uuid:d4b4c326-ccef-4b61-aa66-8ebcc6e6836dopenalex-snapshot
Examples of the influence of centrifuge modelling on offshore geotechnical engineering
inferred← citeshttps://doi.org/10.7275/84pd-a815openalex-snapshot
Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments
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