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PISA design model for monopiles for offshore wind turbines: application to a marine sand

https://doi.org/10.1680/jgeot.18.p.277

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What this work says

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

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Zero thickness interface elements—numerical stability and application

inferredcites →https://doi.org/10.1016/0148-9062(96)83559-5openalex-snapshot

Investigations into the behaviour of displacement piles for offshore foundations

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Computational study on the modification of a bounding surface plasticity model for sands

inferredcites →https://doi.org/10.1051/geotech/2019009openalex-snapshot

PISA: new design methods for offshore wind turbine monopiles

inferredcites →https://doi.org/10.1061/(asce)1532-3641(2007)7:1(44)openalex-snapshot

Quadrilateral Isoparametric Shear Deformable Shell Element for Use in Soil-Structure Interaction Problems

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001373openalex-snapshot

Experimental Development of the p-y Relationship for Large-Diameter Offshore Monopiles in Sands: Centrifuge Tests

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001698openalex-snapshot

Static Response of Monopile to Lateral Load in Overconsolidated Dense Sand

inferredcites →https://doi.org/10.1061/jsfeaq.0001100openalex-snapshot

Vibration Modulus of Normally Consolidated Clay

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Optimization of monopiles for offshore wind turbines

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Experimental Investigation Into Pile Diameter Effects of Laterally Loaded Mono-Piles

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New design methods for large diameter piles under lateral loading for offshore wind applications

inferredcites →https://doi.org/10.1680/ener.11.00003openalex-snapshot

Laterally loaded monopile design for offshore wind farms

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Finite Element Analysis in Geotechnical Engineering: Volume two - Application

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Finite Element Analysis in Geotechnical Engineering: Volume One - Theory

inferredcites →https://doi.org/10.1680/geot.1997.47.2.255openalex-snapshot

A critical state two-surface plasticity model for sands

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Applicability of Timoshenko, Euler–Bernoulli and rigid beam theories in analysis of laterally loaded monopiles and piles

inferredcites →https://doi.org/10.1680/jgeot.18.p.255openalex-snapshot

PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till

inferredcites →https://doi.org/10.1680/jgeot.18.pisa.001openalex-snapshot

Ground characterisation for PISA pile testing and analysis

inferredcites →https://doi.org/10.1680/jgeot.18.pisa.002openalex-snapshot

New data analysis methods for instrumented medium-scale monopile field tests

inferredcites →https://doi.org/10.1680/jgeot.18.pisa.003openalex-snapshot

Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden

inferredcites →https://doi.org/10.1680/jgeot.18.pisa.004openalex-snapshot

Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk

inferredcites →https://doi.org/10.1680/jgeot.18.pisa.005openalex-snapshot

Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden

inferredcites →https://doi.org/10.1680/jgeot.18.pisa.006openalex-snapshot

Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk

inferredcites →https://doi.org/10.3723/osig17.142openalex-snapshot

PISA: New Design Methods for Offshore Wind Turbine Monopiles

inferredcites →https://doi.org/10.4043/1204-msopenalex-snapshot

Correlation for Design of Laterally Loaded Piles in Soft Clay

inferredcites →https://doi.org/10.4043/2079-msopenalex-snapshot

Field Testing of Laterally Loaded Piles In Sand

inferredcites →https://doi.org/10.4043/29373-msopenalex-snapshot

PISA Design Methods for Offshore Wind Turbine Monopiles

inferredcites →https://doi.org/10.6180/jase.201806_21(2).0004openalex-snapshot

Study on p-y Curves of Large-diameter Steel Pipe Piles for Offshore Wind Farm in Sand Based on In-situ Tests

What points at this work

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Stiffness-proportional foundation damping to linearise soil-monopile interaction models for wind turbines

inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109728openalex-snapshot

Reinforcement mechanisms of cemented clay and its application for enhancing monopile lateral bearing capacity

inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109923openalex-snapshot

Design approach for estimating soil damping due to monopile-soil interaction of an offshore wind turbine under fatigue loading

inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110177openalex-snapshot

3D FE cyclic modelling of monopiles in sand using SANISAND-MS: Calibration and validation from soil element to pile-interaction scale

inferred← citeshttps://doi.org/10.1016/j.tust.2021.104208openalex-snapshot

Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings

inferred← citeshttps://doi.org/10.1016/j.ymssp.2024.111603openalex-snapshot

A two-stage method to estimate the embedded length of foundation piles using FRF-based model updating

inferred← citeshttps://doi.org/10.1051/geotech/2019009openalex-snapshot

PISA: new design methods for offshore wind turbine monopiles

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002447openalex-snapshot

Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002448openalex-snapshot

A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002504openalex-snapshot

Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002745openalex-snapshot

Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002906openalex-snapshot

Long-Term Response of Piles to Cyclic Lateral Loading Following Vibratory and Impact Driving in Water-Saturated Sand

inferred← citeshttps://doi.org/10.1061/(asce)ww.1943-5460.0000587openalex-snapshot

Flume Tank Testing of Offshore Wind Turbine Dynamics with Foundation Scour and Scour Protection

inferred← citeshttps://doi.org/10.1061/9780784485323.006openalex-snapshot

Analysis of Laterally Loaded Large-Diameter Rigid Piles Considering Vertical and Horizontal Soil Displacements

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11121openalex-snapshot

Assessment of Near-Field Strong Ground Motion Effects on Offshore Wind Turbines Resting on Liquefiable Soils Using Fully Coupled Nonlinear Dynamic Analysis

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-13864openalex-snapshot

p-y Formulations from Elastoplastic Finite-Element Analysis of Laterally Loaded Piles

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14271openalex-snapshot

Whole-Life Analysis Framework for Pile Performance in Soft Soil

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14532openalex-snapshot

Modified Normalization Approach for Scaling of 1 g Model Tests of Laterally Loaded Rigid Piles in Sand

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14550openalex-snapshot

SCPT-Based Monotonic Soil Reaction Model for Monopiles in Sand: Calibration with Centrifuge Tests and Assessment against Field Data

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-15235openalex-snapshot

New Limit Equilibrium Solution for the Bearing Capacity of Bucket Foundations in Sand

inferred← citeshttps://doi.org/10.1061/jwped5.wweng-2027openalex-snapshot

Numerical Modeling of the Influence of Scour and Scour Protection on Monopile Dynamic Behavior

inferred← citeshttps://doi.org/10.1061/ppscfx.sceng-1198openalex-snapshot

Offshore Wind Turbine Monopile Foundation Systems in Multilayered Soil Strata under Aerodynamic and Hydrodynamic Loads: State-of-the-Art Review

inferred← citeshttps://doi.org/10.1080/1064119x.2024.2302838openalex-snapshot

Numerical investigation of resistance components distribution for lateral loaded offshore wind turbine monopile

inferred← citeshttps://doi.org/10.1080/1064119x.2024.2325540openalex-snapshot

Numerical study on soil springs stiffnesses of laterally loaded monopiles

inferred← citeshttps://doi.org/10.1080/1064119x.2025.2477775openalex-snapshot

Evaluation of a cyclic p - y overlay model by large-scale tests for monopiles in sand

inferred← citeshttps://doi.org/10.1080/1064119x.2025.2495181openalex-snapshot

Numerical evaluation of existing p-y models for the laterally loaded pile in clay

inferred← citeshttps://doi.org/10.1080/1064119x.2025.2612335openalex-snapshot

Experimental and computational analysis of hybrid suction caisson foundation for next-generation offshore wind turbines

inferred← citeshttps://doi.org/10.1080/1064119x.2026.2686987openalex-snapshot

Lateral response of monopiles with different stiffness under local scour

inferred← citeshttps://doi.org/10.1080/13632469.2021.1961936openalex-snapshot

Analysis of Offshore Wind Turbine by considering Soil-Pile-Structure Interaction: Effects of Foundation and Sea-Wave Properties

inferred← citeshttps://doi.org/10.1080/13632469.2024.2337848openalex-snapshot

Analysis of Offshore Wind Turbine by Considering Soil-Pile-Structure Interaction: Effect of Sea-Wave Load Duration

inferred← citeshttps://doi.org/10.1080/17499518.2021.1971249openalex-snapshot

The DINGO database of axial pile load tests for the UK: settlement prediction in fine-grained soils

inferred← citeshttps://doi.org/10.1080/17499518.2023.2285832openalex-snapshot

Probabilistic calibration of the p - y method considering model uncertainty for ultimate limit state design of monopiles

inferred← citeshttps://doi.org/10.1088/1742-6596/2265/3/032098openalex-snapshot

Impact of calibrated soil-monopile-interaction model on resonance frequencies

inferred← citeshttps://doi.org/10.1088/1742-6596/2265/4/042053openalex-snapshot

Farm wide sensitivity assessments of resonant frequencies of integrated offshore wind turbine finite element models

inferred← citeshttps://doi.org/10.1088/1755-1315/1480/1/012106openalex-snapshot

DEM analysis on soil horizontal support mechanism of monopile subjected to monotonic lateral loading

inferred← citeshttps://doi.org/10.1115/1.4068001openalex-snapshot

A Numerical Procedure for Deriving p-y Curves for Monopiles Installed in Sand

inferred← citeshttps://doi.org/10.1139/cgj-2021-0487openalex-snapshot

Ultimate soil resistance of the laterally loaded pile in uniform sand

inferred← citeshttps://doi.org/10.1139/cgj-2024-0406openalex-snapshot

An evaluation of p–y curves for fatigue analysis of offshore piles and conductors

inferred← citeshttps://doi.org/10.1142/s0219455423500499openalex-snapshot

Numerical Study on Seismic Response of Offshore Wind Turbine Monopile in Multi-Layered Soil Profile of Arabian Sea

inferred← citeshttps://doi.org/10.1144/geoenergy2025-022openalex-snapshot

Understanding the effect of CPT resolution on calculated lateral pile resistance to assist adoption of synthetic CPTs in geotechnical design

inferred← citeshttps://doi.org/10.1155/2020/8830199openalex-snapshot

Study on Supporting Structure Performance of Deep Soft Soil Foundation Pit near Sea under Waves, Tides, Vibration, and Unbalanced Loads

inferred← citeshttps://doi.org/10.1155/2023/4474809openalex-snapshot

Monopile Foundation Stiffness Estimation of an Instrumented Offshore Wind Turbine through Model Updating

inferred← citeshttps://doi.org/10.1186/s40703-026-00270-yopenalex-snapshot

Diameter-dependent analytical p–y curves for response analysis of monopiles in sand

inferred← citeshttps://doi.org/10.1201/9780429423840openalex-snapshot

Intermediate Offshore Foundations

inferred← citeshttps://doi.org/10.1201/9781003308829-120openalex-snapshot

A CPT-based method for monotonic loading of large diameter monopiles in sand

inferred← citeshttps://doi.org/10.1201/9781003308829-149openalex-snapshot

3D FE derivation of CPT based soil reaction curves for monopile lateral static design in sand

inferred← citeshttps://doi.org/10.1680/jgele.23.00073openalex-snapshot

3D FE simulation of PISA monopile field tests at Dunkirk using SANISAND-MS

inferred← citeshttps://doi.org/10.1680/jgeot.18.p.255openalex-snapshot

PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till

inferred← citeshttps://doi.org/10.1680/jgeot.20.00002openalex-snapshot

Lateral load response of large-diameter monopiles in sand

inferred← citeshttps://doi.org/10.1680/jgeot.20.pisa.009openalex-snapshot

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

inferred← citeshttps://doi.org/10.1680/jgeot.2020.70.11.943openalex-snapshot

Editorial: geotechnical design for offshore wind turbine monopiles

inferred← citeshttps://doi.org/10.1680/jgeot.22.00149openalex-snapshot

Effect of embedding depth on the monotonic lateral response of monopiles in sand: centrifuge and numerical modelling

inferred← citeshttps://doi.org/10.1680/jgeot.23.00484openalex-snapshot

Monotonic and cyclic lateral loading of piles in low- to medium-density chalk

inferred← citeshttps://doi.org/10.1680/jgeot.24.01404openalex-snapshot

Numerical modelling of the long-term cyclic response of laterally loaded piles driven in sands using the high-cycle accumulation framework

inferred← citeshttps://doi.org/10.1680/jgeot.25.00091openalex-snapshot

The HySand hyperplasticity constitutive model for sand: theory

inferred← citeshttps://doi.org/10.1680/jphmg.21.00035openalex-snapshot

Impact driving of monopiles in centrifuge: effect on the lateral response in sand

inferred← citeshttps://doi.org/10.1680/jphmg.26.00019openalex-snapshot

Soil response along the pile shaft of a shared anchor subjected to multi-directional lateral loading

inferred← citeshttps://doi.org/10.1680/pttc.65048.013openalex-snapshot

Lateral Pile Design for Offshore Wind Turbines

inferred← citeshttps://doi.org/10.2113/2026/lithosphere_2025_174openalex-snapshot

The Geotechnical Design Reliability of Offshore Wind Monopiles

inferred← citeshttps://doi.org/10.21203/rs.3.rs-3838982/v1openalex-snapshot

p-y Curves for Piles in Uniform Sand and Normally Consolidated Clay

inferred← citeshttps://doi.org/10.2139/ssrn.5074213openalex-snapshot

A Modified Method for Ultimate Capacity Prediction in Rigid and Semi-Rigid Piles Considering Pile-Soil Characteristics

inferred← citeshttps://doi.org/10.2208/jscejj.24-18026openalex-snapshot

BASIC STUDY ON THE APPLICATION OF GENERALIZED SCALING LAW TO MONOTONIC LOADING TESTS ON OFFSHORE WIND MONOPILE TYPE FOUNDATION

inferred← citeshttps://doi.org/10.3390/app12020921openalex-snapshot

Numerical Investigation into Lateral Behavior of Monopile Due to Scour Enhanced: Role of State-Dependent Dilatancy

inferred← citeshttps://doi.org/10.3390/app14188366openalex-snapshot

Numerical Study on the Lateral Load Response of Offshore Monopile Foundations in Clay: Effect of Slenderness Ratio

inferred← citeshttps://doi.org/10.3390/app15031633openalex-snapshot

Can a Simple Static-Equivalent Model Be Used to Predict Major Trends in the Dynamic Structural Response of Monopile Offshore Wind Turbines?

inferred← citeshttps://doi.org/10.3390/en17010112openalex-snapshot

Dynamic Performance of Monopile-Supported Wind Turbines (MWTs) under Different Operating and Ground Conditions

inferred← citeshttps://doi.org/10.3390/en19153697openalex-snapshot

Dynamic Response and Load Transfer Mechanisms of Monopile Offshore Wind Turbines Subjected to Scour Effects

inferred← citeshttps://doi.org/10.3390/geotechnics4020033openalex-snapshot

A Critical Review of Cone Penetration Test-Based Correlations for Estimating Small-Strain Shear Modulus in North Sea Soils

inferred← citeshttps://doi.org/10.3390/jmse14131199openalex-snapshot

Mechanism-Aligned Simplified Soil–Pile Interaction Models for Offshore Wind Turbine Monopiles in Sand

inferred← citeshttps://doi.org/10.3390/jmse14181702openalex-snapshot

Comparative Assessment of Geotechnical Design Concepts for Offshore Monopile Foundations in Sand and Clay

inferred← citeshttps://doi.org/10.3390/jmse8060457openalex-snapshot

Validation and Application of a New Software Tool Implementing the PISA Design Methodology

inferred← citeshttps://doi.org/10.3390/jmse9010101openalex-snapshot

3D FE-Informed Laboratory Soil Testing for the Design of Offshore Wind Turbine Monopiles

inferred← citeshttps://doi.org/10.3390/jmse9060618openalex-snapshot

Influence of Pile Diameter and Aspect Ratio on the Lateral Response of Monopiles in Sand with Different Relative Densities

inferred← citeshttps://doi.org/10.3390/su17030861openalex-snapshot

Research on Improving the Horizontal Bearing Performance of Wind Power Pile Foundation with Added Wing Structure

inferred← citeshttps://doi.org/10.3723/lotr9692openalex-snapshot

Coupled simulations of a monitored wind turbine monopile subject to lateral loading

inferred← citeshttps://doi.org/10.3723/wcyg1090openalex-snapshot

A load-transfer curve formulation to predict the drained response of offshore piles to pull-out

inferred← citeshttps://doi.org/10.4043/29373-msopenalex-snapshot

PISA Design Methods for Offshore Wind Turbine Monopiles

inferred← citeshttps://doi.org/10.5194/wes-2021-160-ac1openalex-snapshot

Comment on wes-2021-160

inferred← citeshttps://doi.org/10.5194/wes-2021-160-ac2openalex-snapshot

Reply on RC2

inferred← citeshttps://doi.org/10.5194/wes-2021-160-rc1openalex-snapshot

Comment on wes-2021-160

inferred← citeshttps://doi.org/10.5194/wes-2021-160-rc2openalex-snapshot

Comment on wes-2021-160

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Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.