References:
1.Bai, Y., Li, D.-y., and Zhang, Y.-k. “Accumulatedrotation of a modified suction caisson and soildeformation induced by cyclic loading”, China OceanEngineering, 34, pp. 441-449 (2020).https://doi.org/10.1007/s13344-020-0040-6.
2.Ding, Z., Song, C., Chen, L., et al. “Dynamic analysis oflaterally loaded single piles in sandy soils consideringsliding and debonding on the pile-soil interface”, OceanEngineering, 217, 107720 (2020). https://doi.org/10.1016/j.oceaneng.2020.107720.
3.Collins, I. and Boulbibane, M. “Geomechanical analysisof unbound pavements based on shakedown theory”,Journal of Geotechnical and GeoenvironmentalEngineering, 126(1), pp. 50-59 (2000). https://doi.org/10.1061/(ASCE)10900241(2000)126:1(50).
4.Swane, I.C. “The cyclic behaviour of laterally loadedpiles”, University of Sydney, (1983).
5.Heidari, M., El Naggar, H., Jahanandish, M., et al.“Generalized cyclic p–y curve modeling for analysis oflaterally loaded piles”, Soil Dynamics and EarthquakeEngineering, 63, pp. 138-149 (2014).https://doi.org/10.1016/j.soildyn.2014.04.001.
6.Lesny, K. and Hinz, P. “Design of monopile foundationsfor offshore wind energy converters”, In ContemporaryTopics in Deep Foundations, pp. 512-519. (2009). https://doi.org/10.1061/41021(335)64.
7.Lesny, K. and Hinz, P. “Investigation of monopilebehaviour under cyclic lateral loading”, In Offshore SiteInvestigation and Geotechnics, Confronting NewChallenges and Sharing Knowledge, Society ofUnderwater Technology (2007).
8.Rasmussen, K.L., Hansen, M., Wolf, T.K., et al. “Aliterature study on the effects of cyclic lateral loading ofmonopiles in cohesionless soils”, Department of CivilEngineering, Aalborg University, DCE TechnicalMemorandum, 25 (2013).
9.Basack, S. “Design recommendations for pile subjectedto cyclic load”, Marine Georesources andGeotechnology, 33(4), pp. 356-360 (2015).https://doi.org/10.1080/1064119X.2013.778378.
10.Albiker, J., Achmus, M., Frick, D., et al. “1 g model testson the displacement accumulation of large-diameter pilesunder cyclic lateral loading”, Geotechnical TestingJournal, 40(2), pp. 173-184 (2017).http://dx.doi.org/10.1520/GTJ20160102.
11.LeBlanc, C., Houlsby, G., and Byrne, B. “Response ofstiff piles in sand to long-term cyclic lateral loading”,Géotechnique, 60(2), pp. 79-90 (2010).http://dx.doi.org/10.1680/geot.7.00196.
12.Chong, S.-H., Shin, H.-S., and Cho, G.-C. “Numericalanalysis of offshore monopile during repetitive lateralloading”, Geomechanics and Engineering, 19(1), pp.79-91 (2019). https://doi.org/10.12989/gae.2019.19.1.079.
13.Vahabkashi, P. and Rahai, A. “Pile head displacementswith different cross sectional shapes under lateralloading and unloading in granular soils”, ScientiaIranica, 22(3), pp. 629-638 (2015). https://doi.org/10.24200/sci.2015.1891.
14.Wang, T., Yu, S.-w., Liu, W.-l., et al. “Cyclic bearingmechanism of suction caissons supporting offshorewind turbines in clay”, China Ocean Engineering,35(1), pp. 135-144 (2021). https://doi.org/10.1007/s13344-021-0012-5.
15.Achmus, M., Thieken, K., Saathoff, J.-E., et al. “Un-andreloading stiffness of monopile foundations in sand”,Applied Ocean Research, 84, pp. 62-73 (2019). https://doi.org/10.1016/j.apor.2019.01.001.
16.Cuéllar, P. “Pile foundations for offshore wind turbines:Numerical and experimental investigations on thebehaviour under short term and long-term cyclicloading”, PhD, Berlin, Germany, (2011). http://dx.doi.org/10.14279/depositonce-2760.
17.Vicent, S. and Kim, S.-R. “Effects of long-term cyclichorizontal loading on bucket foundations in saturatedloose sand”, Applied Ocean Research, 91, pp. 101910(2019). https://doi.org/10.3390/en18030572.
18.Faresghoshooni, A. Imam, S., and Mahmoodi, A.“Model testing on the effects of section geometry andstiffness on the cyclic lateral behavior of piles in loosesand”, International Journal of Civil Engineering,19(5), pp. 563-581 (2021). https://doi.org/10.1007/s40999-020-00548-x.
19.Tasiopoulou, P., Chaloulos, Y., Gerolymos, N., et al.“Cyclic lateral response of OWT bucket foundations insand: 3D coupled effective stress analysis with Ta-Germodel”, Soils and Foundations, 61(2), pp. 371-385(2021). https://doi.org/10.1016/j.sandf.2020.12.002.
20.Li, Z., Haigh, S., and Bolton, M. “Centrifuge modellingof mono-pile under cyclic lateral loads”, PhysicalModelling in Geotechnics, 2, pp. 965-970 (2010).
21.EA, A. “Experimental modelling of lateral loads onlarge diameter mono-pile foundations in sand”, PhD,Civil Engineering, Delft University of Technology,Delft, the Netherland (2011).
22.Liao, W., Zhang, J., Wu, J., et al. “Response of flexiblemonopile in marine clay under cyclic lateral load”,Ocean Engineering, 147, pp. 89-106 (2018). https://doi.org/10.1016/j.oceaneng.2017.10.022.
23.Zhu, N., Cui, L., Liu, J., et al. “Discrete elementsimulation on the behavior of open-ended pipe pileunder cyclic lateral loading”, Soil Dynamics andEarthquake Engineering, 144, pp. 106646 (2021).https://doi.org/10.1016/j.soildyn.2021.106646.
24.Serras, D.N., Panagaki, S.D., Skalomenos, K.A., et al. “Inelastic lateral and seismic behaviour of concrete-filled steel tubular pile foundations”, Soil Dynamics and Earthquake Engineering, 143, 106657 (2021). https://doi.org/10.1016/j.soildyn.2021.106657.
25.Darvishi Alamouti, S., Moradi, M., and Bahaari, M.R.“Centrifuge modelling of monopiles subjected to lateralloading”, Scientia Iranica, 26(6), pp. 3109-3124 (2019). https://doi.org/10.24200/sci.2018.20222.
26.Youd, T.L. “Compaction of sands by repeated shearstraining”, Journal of Soil Mechanics and FoundationsDiv, 98(7) (1972). https://doi.org/10.1061/JSFEAQ.0001762.
27.Kokusho, T., Hara, T., and Hiraoka, R. “Undrained shearstrength of granular soils with different particle gradations”,Journal of Geotechnical and GeoenvironmentalEngineering, 130(6), pp. 621-629 (2004). https://doi.org/10.1061/(ASCE)10900241(2004)130:6(621).
28.Kagawa, T. “Cyclic and loading-rate effects on pileresponses”, In 3rd International Conference onNumerical Methods in Offshore Piling (1986).
29.Basack, S. and Nimbalkar, S. “Measured and predictedresponse of pile groups in soft clay subjected to cycliclateral loading”, International Journal ofGeomechanics, 18(7), 04018073 (2018). https://doi.org/10.1061/(ASCE)GM.19435622.0001188.
30.Lloyd, G. and Hamburg, G., Guideline for theCertification of Offshore Wind Turbines, GermanischerLloyd (2005).
31.Devriendt, C., Magalhães, F., El Kafafy, M., et al.“Long-term dynamic monitoring of an offshore windturbine”, In Topics in Dynamics of Civil Structures, 4,pp. 253-267 (2013). http://dx.doi.org/10.1007/978-1-4614-6555-3_28.
32.Liang, F., Chen, H., and Jia, Y. “Quasi-static pyhysteresis loop for cyclic lateral response of pilefoundations in offshore platforms”, Ocean Engineering,148, pp. 62-74 (2018).https://doi.org/10.1016/j.oceaneng.2017.11.024.
33.Zhang, Y., Aamodt, K.K., and Kaynia, A.M. “Hystereticdamping model for laterally loaded piles”, MarineStructures, 76, 102896 (2021).https://doi.org/10.1016/j.marstruc.2020.102896.
34.Lesny, K. and Wiemann, J. “Design aspects ofmonopiles in German offshore wind farms”, InProceedings of the International Symposium onFrontiers in Offshore Geotechnics, AA BalkemaPublishing (2005).http://dx.doi.org/10.1201/NOE0415390637.ch37.
35.Awad-Allah, M.F., Yasufuku, N., and Abdel-Rahman,A.H. “Cyclic response of wind turbine on piles inunsaturated sand”, International Journal of PhysicalModelling in Geotechnics, 17(3), pp. 161-176 (2016).https://doi.org/10.1680/jphmg.15.00017.
36.Abdollahi, M. and Bolouri Bazaz, J. “Reconstitution ofsand specimens using a rainer system”, InternationalJournal of Engineering, 30(10), pp. 1451-1463 (2017).
37.Rao, S.N. Ramakrishna, V., and Rao, M.B. “Influence ofrigidity on laterally loaded pile groups in marine clay”,Journal of Geotechnical and Geoenvironmental Engineering,124(6), pp. 542-549 (1998). https://doi.org/10.1061/(ASCE)10900241(1998)124:6(542).
38.Klinkvort, R.T. and Hededal, O. “Lateral response ofmonopile supporting an offshore wind turbine”,Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 166(2), pp. 147-158 (2013). http://dx.doi.org/10.1680/geng.12.00033.
39.Peralta, P.a.A., M. “An experimental investigation ofpiles in sand subjected to lateral cyclic loads”, InProceedings of the 7th International Conference onPhysical Modelling in Geotechnics (ICPMG). (2010).
40.Kallehave, D., Thilsted, C.L., and Liingaard, M.“Modification of the API py formulation of initialstiffness of sand”, In Offshore Site Investigation andGeotechnics: Integrated Technologies-Present andFuture. Society of Underwater Technology (2012).
41.Abadie, C.N., Byrne, B.W., and Houlsby, G.T. “Rigidpile response to cyclic lateral loading: laboratory tests”,Géotechnique, 69(10), pp. 863-876 (2019). https://doi.org/10.1680/jgeot.16.P.325.
42.Mühlhaus, H.-B. and Vardoulakis, I. “The thickness ofshear bands in granular materials”, Geotechnique, 37(3),pp. 271-283 (1987). https://doi.org/10.1680/geot.1987.37.3.271.
43.Ovesen, N. “The scaling law relationships, designparameters in geotechnical engineering”, 7th ECSMFE,Brighton, 4, pp. 319-323 (1979). http://dx.doi.org/10.13140/2.1.1615.3281.
44.Chen, R.-p., Sun, Y.-x., Zhu, B., et al. “Lateral cyclicpile-soil interaction studies on a rigid model monopile”,Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 168(2), pp. 120-130 (2015). https://doi.org/10.1680/geng.14.00028.
45.Yu, G., Gong, W., Chen, M., et al. “Prediction andanalysis of behaviour of laterally loaded single piles inimproved gravel soil”, International Journal of CivilEngineering, 17(6), pp. 809-822 (2019). https://doi.org/10.1007/s40999-018-0372-2.
46.Walz, B., Der 1g-Modellversuch in der Bodenmechanik-Verfahren und Anwendung, Vortrag Zum, INGERMAN2, pp. 13-26 (2006).
47.Hettler, A., Verschiebungen Starrer und ElastischerGründungskörper in Sand bei Monotoner undZyklischer Belastung (1981).
48.Little, R.L. and Briaud, J.-L. “Full scale cyclic lateralload tests on six single piles in sand”, Texas A and MUniv College Station Dept of Civil Engineering, (1988).
49.Lin, S.-S. and Liao, J.-C. “Permanent strains of piles insand due to cyclic lateral loads”, Journal ofGeotechnical and Geoenvironmental Engineering,125(9), pp. 798-802 (1999). https://doi.org/10.1061/(ASCE)10900241(1999)125:9(798).
50.Bouafia, A. “Experimental study of repetitive cyclic lateralloading on sand piles using a centrifuge”, In InternationalJournal of Rock Mechanics and Mining Sciences andGeomechanics Abstracts, 6(32), 282A (1995).
51.Hadjadji, T., Frank, R., and Degny, E. “Analyse ducomportement expe´rimental de pieux sous chargementshorizontaux”, LCPC, Collection Etudes et Recherches,GT74 (in French), (2002).
52.Verdure, L., Garnier, J., and Levacher, D. “Lateral cyclicloading of single piles in sand”, International Journal ofPhysical Modelling in Geotechnics, 3(3), pp. 17-28 (2003).https://doi.org/10.1680/ijpmg.2003.030303.
53.MHJ, R. “Behavior of Piles and Pile Groups Under Lateral Cyclic Loading”, PhD, Ecole Nation des Ponts etChausse´es, Paris, France (2009).
54.Li, W., Igoe, D., and Gavin, K. “Field tests to investigatethe cyclic response of monopiles in sand”, Proceedings ofthe Institution of Civil Engineers-GeotechnicalEngineering, 168(5), pp. 407-421 (2015).http://dx.doi.org/10.1680/jgeen.14.00104.
55.Little, R. and Briaud, J. “Cyclic horizontal load tests on 6piles in sands at Houston Ship Channel”, Research Report5640 to USAE waterways experiment station, CivilEngineering, Texas A&M University (1988).
56.Long, J. and Vanneste, G. “Effects of cyclic lateral loads on piles in sand”, Journal of Geotechnical Engineering.120(1), pp. 225-244 (1994). https://doi.org/10.1061/(ASCE)07339410(1994)120:1(225).
57.Grabe, J. and Dührkop, J. Zum “Tragverhalten vonüberwiegend horizontal belasteten Pfählen”, Proceedingsof the DGGT Baugrundtagung (2008).
58.Cheng, X., Diambra, A., Ibraim, E., et al. “3D FE-informedlaboratory soil testing for the design of offshore windturbine monopiles”, Journal of Marine Science andEngineering, 9(1), 101 (2021). https://doi.org/10.3390/jmse9010101.
59.Taborda, D., Potts, D., and Zdravković, L. “On theassessment of energy dissipated through hysteresis in finite element analysis”, Computers and Geotechnics, 71, pp.180-194 (2016). https://doi.org/10.1016/j.compgeo.2015.09.001.
60.Byrne, B.W. “Investigations of suction caissons in densesand”, PhD Thesis, University of Oxford (2000).
61.Abadie, C.N. “Cyclic lateral loading of monopilefoundations in cohesionless soils”, University of Oxford,(2015).
62.Abongo, K.O. “Model study of the static and cyclic lateralcapacity of finned piles”, Lehigh University (2019).
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