This work is licensed under the Creative Commons Attribution 4.0 International License.
Sluis, J.; Besseling F.; Stuurwold P.H.H.; Modelling of a pile row in a 2D plane strain FE-analysis. Num. Method. Geotech. Eng.2014, 978-1-138-00146-6.SluisJ.BesselingF.StuurwoldP.H.H.Modelling of a pile row in a 2D plane strain FE-analysisNum. Method. Geotech. Eng.2014978-1-138-00146-6.Search in Google Scholar
Brown, D.A.; Morrison, C.; Reese, L.C. Lateral Load Behavior of Pile Group in Sand. J. Geotech. Eng. Am. Soc. Civil Eng.1988, Volume 114, pp. 1261–1276.BrownD.A.MorrisonC.ReeseL.C.Lateral Load Behavior of Pile Group in SandJ. Geotech. Eng. Am. Soc. Civil Eng.198811412611276Search in Google Scholar
Hemel M.J.; Korff Mandy.; Peters D.J.; Analytical model for laterally loaded pile groups in layered sloping soil. Marine. Struc.2022, 84, 103229.HemelM.J.KorffMandy.PetersD.J.Analytical model for laterally loaded pile groups in layered sloping soilMarine. Struc.202284103229Search in Google Scholar
Cao, G.; Ding, X.; Yin, Z.; Zhou, H.; Zhou, P. A New Soil Reaction Model for Large-Diameter Monopiles in Clay. Comput. Geotech.2021, 137, 104311. https://doi.org/10.1016/j.compgeo.2021.104311.CaoG.DingX.YinZ.ZhouH.ZhouP.A New Soil Reaction Model for Large-Diameter Monopiles in ClayComput. Geotech.2021137104311https://doi.org/10.1016/j.compgeo.2021.104311.Search in Google Scholar
API. Petroleum and Natural Gas. Industries-Specific Requirements for Offshore Structures: Part 4-Geotechnical and Foundation Design Considerations ISO 19901–4:2003; American Petroleum Institute: Washington, DC., USA, 2014.APIPetroleum and Natural Gas. Industries-Specific Requirements for Offshore Structures: Part 4-Geotechnical and Foundation Design Considerations ISO 19901–4:2003American Petroleum InstituteWashington, DC., USA2014Search in Google Scholar
Wang, H.; Wang, L. Z.; Hong, Y.; He, B.; Zhu, R. H. Quantifying the influence of pile diameter on the load transfer curves of laterally loaded monopile in sand. App. Ocean. Res.2020, 101, 102196.WangH.WangL. Z.HongY.HeB.ZhuR. H.Quantifying the influence of pile diameter on the load transfer curves of laterally loaded monopile in sandApp. Ocean. Res.2020101102196Search in Google Scholar
Isenhower, W. M.; Shin-Tower, W.; Gonzalo, V. L. (2016). Technical Manual for LPile 2016 (Using Data Format Version 9). Ensoft, Inc.IsenhowerW. M.Shin-TowerW.GonzaloV. L.2016Technical Manual for LPile 2016 (Using Data Format Version 9)Ensoft, IncSearch in Google Scholar
Reese, L. C. Behavior of Piles and Pile Groups Under Lateral Load. Federal Highway Administration Office of Engineering & Highway Operations Research and Development: Washington D.C, US, 1986.ReeseL. C.Behavior of Piles and Pile Groups Under Lateral LoadFederal Highway Administration Office of Engineering & Highway Operations Research and DevelopmentWashington D.C, US1986Search in Google Scholar
API. Petroleum and Natural Gas. Industries-Specific Requirements for Offshore Structures: Part 4-Geotechnical and Foundation Design Considerations ISO 19901–4:2003; American Petroleum Institute: Washington, DC., USA, 2011.APIPetroleum and Natural Gas. Industries-Specific Requirements for Offshore Structures: Part 4-Geotechnical and Foundation Design Considerations ISO 19901–4:2003American Petroleum InstituteWashington, DC., USA2011Search in Google Scholar
Liang, F.; Chen, H.; Jia, Y. Quasi-static p-y hysteresis loop for cyclic lateral response of pile foundations in offshore platforms. Ocean. Eng., 2018, 148, 62–74.LiangF.ChenH.JiaY.Quasi-static p-y hysteresis loop for cyclic lateral response of pile foundations in offshore platformsOcean. Eng.20181486274Search in Google Scholar
Hyunsung L.; Sangseom J. Simplified p-y curves under dynamic loading in dry sand. Soil. Dyn. Earth. Eng.2018, 113, 101–111.HyunsungL.SangseomJ.Simplified p-y curves under dynamic loading in dry sandSoil. Dyn. Earth. Eng.2018113101111Search in Google Scholar
Hammam, A.H.; Eliwa, M. Comparison Between Results of Dynamic & Static Moduli of Soil Determined by Different Methods. HBRC J.2013, 9, 144–149.HammamA.H.EliwaM.Comparison Between Results of Dynamic & Static Moduli of Soil Determined by Different MethodsHBRC J.20139144149Search in Google Scholar
Maheswari, R.U.; Boominathan, A.; Dodagoudar, G.R. Use of Surface Waves in Statistical Correlations of Shear Wave Velocity and Penetration Resistance of Chennai Soils. Geotech. Geo. Eng.2010, 28, 119–137.MaheswariR.U.BoominathanA.DodagoudarG.R.Use of Surface Waves in Statistical Correlations of Shear Wave Velocity and Penetration Resistance of Chennai SoilsGeotech. Geo. Eng.201028119137Search in Google Scholar
Tsiambaos, G.; Sabatakakis, N. Empirical Estimation of Shear Wave Velocity from in Situ Tests on Soil Formations in Greece. Bull. Eng. Geo. Env.2011, 70, 291–297.TsiambaosG.SabatakakisN.Empirical Estimation of Shear Wave Velocity from in Situ Tests on Soil Formations in GreeceBull. Eng. Geo. Env.201170291297Search in Google Scholar
Badan Standardisasi Nasional. Perencanaan Ketahanan Gempa Untuk Gedung dan Non Gedung [SNI 1726:2019] [Earthquake Resistance Planning for Buildings and Non-Buildings [SNI 1726:2019]]. Badan Standardisasi Nasional: Jakarta, Indonesia, 2019.Badan Standardisasi NasionalPerencanaan Ketahanan Gempa Untuk Gedung dan Non Gedung [SNI 1726:2019] [Earthquake Resistance Planning for Buildings and Non-Buildings [SNI 1726:2019]]Badan Standardisasi NasionalJakarta, Indonesia2019Search in Google Scholar
Das, B.M. Principles of Foundation Engineering, 7th ed. Thomson: Toronto, 2011.DasB.M.Principles of Foundation Engineering7th ed.ThomsonToronto2011Search in Google Scholar
Poulos, H.G.; Davis, E.H. Pile Foundation Analysis and Design; Wiley: New York, USA, 1980. Available online: https://trid.trb.org/view/164430 (accessed on 24 May 2022).PoulosH.G.DavisE.H.Pile Foundation Analysis and DesignWileyNew York, USA1980Available online: https://trid.trb.org/view/164430 (accessed on 24 May 2022).Search in Google Scholar
Li, Z.; Kotronis, P.; Escoffier, S. Numerical Study of the 3D Failure Envelope of a Single Pile in Sand. Com. Geotech.2014, 62, 11–26.LiZ.KotronisP.EscoffierS.Numerical Study of the 3D Failure Envelope of a Single Pile in SandCom. Geotech.2014621126Search in Google Scholar
Sluis, J. Validation and Application of the Embedded Pile Row Feature in PLAXIS 2D. Plaxis Bulletin: Autumn issue. 2013.SluisJ.Validation and Application of the Embedded Pile Row Feature in PLAXIS 2DPlaxis BulletinAutumn issue.2013Search in Google Scholar
FHWA-HIF-18-031. (2018). Geoetchnical Engineering Circular: Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Trannsportation Facilities. U.S. Department of Transportation; Federal Highway Administration.FHWA-HIF-18-0312018Geoetchnical Engineering Circular: Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Trannsportation FacilitiesU.S. Department of Transportation; Federal Highway AdministrationSearch in Google Scholar
Yu, X.; Abu-Farsakh, M. Y.; Yoon, S.; Tsai, C.; Zhang, Z. Implementation of LRFD of drilled shafts in Louisiana. J. Infra. System.2012, 18(2), 103–112.YuX.Abu-FarsakhM. Y.YoonS.TsaiC.ZhangZ.Implementation of LRFD of drilled shafts in LouisianaJ. Infra. System.2012182103112Search in Google Scholar
Tjie-Liong, G. Common Mistakes on the Application of Plaxis 2D in Analyzing Excavation Problems. Int. J. App. Eng. Res.2014, 9, 8291–8311.Tjie-LiongG.Common Mistakes on the Application of Plaxis 2D in Analyzing Excavation ProblemsInt. J. App. Eng. Res.2014982918311Search in Google Scholar
Zhang, Y.; Andersen, K. H.; & Tedesco, G. Ultimate bearing capacity of laterally loaded piles in clay–Some practical considerations. Marine. Struc.2016, 50, 260–275.ZhangY.AndersenK. H.TedescoG.Ultimate bearing capacity of laterally loaded piles in clay–Some practical considerationsMarine. Struc.201650260275Search in Google Scholar
Zhou, P.; Zhou, H.; Liu, H.; Li, X.; Ding, X.; Wang, Z. Analysis of lateral response of Existing Single Pile Caused by Penetration of Adjacent Pile in Undrained Clay. Comput. Geotech.2020, 126, 103736.ZhouP.ZhouH.LiuH.LiX.DingX.WangZ.Analysis of lateral response of Existing Single Pile Caused by Penetration of Adjacent Pile in Undrained ClayComput. Geotech.2020126103736Search in Google Scholar
Zhu, B.; Wen, K.; Kong, D.; Zhu, Z.; Wang, L. A Numerical Study on the Lateral Loading Behaviour of Offshore Tetrapod Piled Jacket Foundations in Clay. App. Ocean. Res.2018, 75, 165–177.ZhuB.WenK.KongD.ZhuZ.WangL.A Numerical Study on the Lateral Loading Behaviour of Offshore Tetrapod Piled Jacket Foundations in ClayApp. Ocean. Res.201875165177Search in Google Scholar
Youngho, K.; Sangseom J. Determination of depth-of-fixity point for laterally loaded vertical offshore piles: A new approach. Comput. and Goetech.2011, 38, 248–257.YounghoK.SangseomJ.Determination of depth-of-fixity point for laterally loaded vertical offshore piles: A new approachComput. and Goetech.201138248257Search in Google Scholar
Wang, H.; Wang, L.; Hong, Y.; Mašín, D.; Li, W.; He, B.; Pan, H. Centrifuge testing on monotonic and cyclic lateral behavior of large-diameter slender piles in sand. Ocean. Eng.2021, 226, 108299.WangH.WangL.HongY.MašínD.LiW.HeB.PanH.Centrifuge testing on monotonic and cyclic lateral behavior of large-diameter slender piles in sandOcean. Eng.2021226108299Search in Google Scholar
Zhang H.; Liu R.;, Yuan Y. Influence of spudcan-pile interaction on laterally loaded piles. Ocean. Eng.2019, 184, 32–39.ZhangH.LiuR.YuanY.Influence of spudcan-pile interaction on laterally loaded pilesOcean. Eng.20191843239Search in Google Scholar