Vertical and horizontal dynamic response of suction caisson foundations

[1] He, R., Wang, L., Pak, R. Y., Guo, Z., &Zheng, J. (2017a). Vertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation. Soil Dynamics and Earthquake Engineering, 95, 138–152. HeR. WangL. PakR. Y. GuoZ. ZhengJ. 2017a Vertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation Soil Dynamics and Earthquake Engineering 95 138 152 Search in Google Scholar

[2] R. He,, R.Y.S. Pak and L.Z. Wang. (2017b), Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation. Int. J. Numer. Anal. Meth. Geomech. 2017; 41:508–526. HeR. PakR.Y.S. WangL.Z. 2017b Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation Int. J. Numer. Anal. Meth. Geomech. 2017 41 508 526 Search in Google Scholar

[3] C. Latini, V. Zania. Dynamic lateral response of suction caissons. Soil Dynamics and Earthquake Engineering 100 (2017) 59–71 LatiniC. ZaniaV. Dynamic lateral response of suction caissons Soil Dynamics and Earthquake Engineering 100 2017 59 71 Search in Google Scholar

[4] Heidari, M., Jahanandish, M., El Naggar, H., & Ghahramani, A. (2014). Nonlinear cyclic behavior of laterally loaded pile in cohesive soil. Canadian Geotechnical Journal, 51(2), 129–143. HeidariM. JahanandishM. El NaggarH. GhahramaniA. 2014 Nonlinear cyclic behavior of laterally loaded pile in cohesive soil Canadian Geotechnical Journal 51 2 129 143 Search in Google Scholar

[5] Gerolymos, N., and Gazetas, G. 2005. Constitutive model for 1-D cyclic soil behavior applied to seismic analysis of layered deposits. Soils and Foundations, 45(3): 147–159 GerolymosN. GazetasG. 2005 Constitutive model for 1-D cyclic soil behavior applied to seismic analysis of layered deposits Soils and Foundations 45 3 147 159 Search in Google Scholar

[6] Latini, C., Cisternino, M., &Zania, V. (2016, June). Vertical Dynamic Stiffness of Offshore Foundations. In The 26th International Ocean and Polar Engineering Conference. International Society of Offshore and Polar Engineers. LatiniC. CisterninoM. ZaniaV. 2016 June Vertical Dynamic Stiffness of Offshore Foundations In The 26th International Ocean and Polar Engineering Conference International Society of Offshore and Polar Engineers Search in Google Scholar

[7] Novak M, Nogami T. Soil-pile interaction in horizontal vibration. EarthqEngStructDyn 1977;5:263–81. NovakM NogamiT Soil-pile interaction in horizontal vibration EarthqEngStructDyn 1977 5 263 81 Search in Google Scholar

[8] Nogami T. Coefficients of soil reaction to pile vibration. J GeotechEngDiv1980:106 NogamiT Coefficients of soil reaction to pile vibration J GeotechEngDiv 1980 106 Search in Google Scholar

[9] Novak M. Dynamic Stiffness and Damping of Piles. Can Geotech J1974;11(4):574–98. NovakM Dynamic Stiffness and Damping of Piles Can Geotech J 1974 11 4 574 98 Search in Google Scholar

[10] Mylonakis G. Elastodynamic model for large-diameter end-bearing shafts. SoilsFound 2001;41(3):31–44. MylonakisG Elastodynamic model for large-diameter end-bearing shafts SoilsFound 2001 41 3 31 44 Search in Google Scholar

[11] Sen R, Davis TG, Banerjee PK. Dynamic analysis of piles and pile groups embedded in homogeneous soil. Earthquake Engineering and Structural Dynamics 1985; 13:53–65. SenR DavisTG BanerjeePK Dynamic analysis of piles and pile groups embedded in homogeneous soil Earthquake Engineering and Structural Dynamics 1985 13 53 65 Search in Google Scholar

[12] Maeso O, Aznarez JJ, Garcia F. Dynamic impedances of piles and groups of piles in saturated soils. Computers and Structures 2005; 10:769–782. MaesoO AznarezJJ GarciaF Dynamic impedances of piles and groups of piles in saturated soils Computers and Structures 2005 10 769 782 Search in Google Scholar

[13] Kaynia AM (1982) Dynamic stiffness and seismic response of pile groups. Research Report R82-03, Order No. 718, Cambridge, Massachusetts KayniaAM 1982 Dynamic stiffness and seismic response of pile groups Research Report R82-03, Order No. 718, Cambridge, Massachusetts Search in Google Scholar

[14] Kaynia AM, Kausel E. Dynamics of piles and pile groups in layered soils. Soil Dynamics and Earthquake Engineering 1991; 10 (8): 386–401. KayniaAM KauselE Dynamics of piles and pile groups in layered soils Soil Dynamics and Earthquake Engineering 1991 10 8 386 401 Search in Google Scholar

[15] Kausel E, Whitmaand RV, Elsabee F, Morray JP (The spring method for embedded foundation. Nuclear Eng Des 1978; 48:377–392 KauselE WhitmaandRV ElsabeeF MorrayJP The spring method for embedded foundation Nuclear Eng Des 1978 48 377 392 Search in Google Scholar

[16] S. E. Kattis, D. Polyzos, D. E. Beskos. Vibration isolation by a row of piles using a 3-D frequency domain BEM. International Journal for Numerical Methods in Engineering. 46, 713–728 (1999) KattisS. E. PolyzosD. BeskosD. E. Vibration isolation by a row of piles using a 3-D frequency domain BEM International Journal for Numerical Methods in Engineering 46 713 728 1999 Search in Google Scholar

[17] Francesco Vinciprova, Orlando MaesoFortuny, Juan José Aznárez, Giuseppe Oliveto. Interaction of BEM analysis and experimental testing on Pile-Soil Systems. Problems in Structural Identification and Diagnostics: General Aspects and Applications 2003;195–227 VinciprovaFrancesco MaesoFortunyOrlando AznárezJuan José OlivetoGiuseppe Interaction of BEM analysis and experimental testing on Pile-Soil Systems Problems in Structural Identification and Diagnostics: General Aspects and Applications 2003 195 227 Search in Google Scholar

[18] L.A. Padron, J.J. Aznarez, O. Maeso « BEM–FEM coupling model for the dynamic analysis of piles and pile groups ». Engineering Analysis with Boundary Elements 31 (2007) 473–484. PadronL.A. AznarezJ.J. MaesoO. « BEM–FEM coupling model for the dynamic analysis of piles and pile groups » Engineering Analysis with Boundary Elements 31 2007 473 484 Search in Google Scholar

[19] P.K. Emani, B.K. Maheshwari. (2009), «Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM». Soil Dynamics and Earthquake Engineering. 963–973. EmaniP.K. MaheshwariB.K. 2009 «Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM» Soil Dynamics and Earthquake Engineering 963 973 Search in Google Scholar

[20] Messioud S, Dias D, US Okoay, Sbartai S. (2011), « Impédances dynamique de fondation sur groupe de pieux. 29 emerencontres AUGC Telemcen. MessioudS DiasD OkoayUS SbartaiS 2011 « Impédances dynamique de fondation sur groupe de pieux. 29 emerencontres AUGC Telemcen Search in Google Scholar

[21] S. Messioud, U. S. Okyay, B. Sbartai and D. Dias, Dynamic response of pile reinforced soils and piled foundations, Geotech. Geol. Eng. 34(3) (2016) 1–17. MessioudS. OkyayU. S. SbartaiB. DiasD. Dynamic response of pile reinforced soils and piled foundations Geotech. Geol. Eng. 34 3 2016 1 17 Search in Google Scholar

[22] Messioud, S., Dias, D., &Sbartai, B. (2019). Influence of the pile toe condition on the dynamic response of a group of pile foundations. International Journal of Advanced Structural Engineering, 11(1), 55–66. MessioudS. DiasD. SbartaiB. 2019 Influence of the pile toe condition on the dynamic response of a group of pile foundations International Journal of Advanced Structural Engineering 11 1 55 66 Search in Google Scholar

[23] Liingaard, M., Andersen, L., & Ibsen, L. B. (2007). Impedance of flexible suction caissons. Earthquake Engineering & Structural Dynamics, 36(14), 2249–2271. LiingaardM. AndersenL. IbsenL. B. 2007 Impedance of flexible suction caissons Earthquake Engineering & Structural Dynamics 36 14 2249 2271 Search in Google Scholar

[24] Kourkoulis, R. S., Lekkakis, P. C., Gelagoti, F. M., &Kaynia, A. M. (2014). Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil-foundation interface. Géotechnique, 64(3), 171. KourkoulisR. S. LekkakisP. C. GelagotiF. M. KayniaA. M. 2014 Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil-foundation interface Géotechnique 64 3 171 Search in Google Scholar

[25] Wang, X., Yang, X., &Zeng, X. (2017). Seismic centrifuge modelling of suction bucket foundation for offshore wind turbine. Renewableenergy, 114, 1013–1022. WangX. YangX. ZengX. 2017 Seismic centrifuge modelling of suction bucket foundation for offshore wind turbine Renewableenergy 114 1013 1022 Search in Google Scholar

[26] A Pecker, Dynamique des sols, Presses de l’Ecole Nationale des Ponts et Chaussees (1984). PeckerA Dynamique des sols, Presses de l’Ecole Nationale des Ponts et Chaussees 1984 Search in Google Scholar

[27] Pradhan PK, Baidya DK, Ghosh DP (2004) Vertical Dynamic response of foundation resting on a soil layer over rigid rock using Cone Model. J InstEng 85:179–185. PradhanPK BaidyaDK GhoshDP 2004 Vertical Dynamic response of foundation resting on a soil layer over rigid rock using Cone Model J InstEng 85 179 185 Search in Google Scholar

[28] CODE-ASTER, http://www.code-aster.org/utilisation/nonfrench.ph.pNon-FrenchCode_AsterResources CODE-ASTER http://www.code-aster.org/utilisation/nonfrench.ph.pNon-FrenchCode_AsterResources Search in Google Scholar

[29] R. L. Kuhlemeyer and J. Lysmer, Finite element method accuracy for wave propagation problems, J. Soil Mech. Found. Div. ASCE 99(SM5) (1973) 421–427. KuhlemeyerR. L. LysmerJ. Finite element method accuracy for wave propagation problems J. Soil Mech. Found. Div. ASCE 99(SM5) 1973 421 427 Search in Google Scholar

[30] Tuladhar, R., Maki, T., and Mutsuyoshi, H. 2008. Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil. Earthquake Engineering and Structural Dynamics, 37(1): 43–59. doi:10.1002/eqe.744. TuladharR. MakiT. MutsuyoshiH. 2008 Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil Earthquake Engineering and Structural Dynamics 37 1 43 59 10.1002/eqe.744 Open DOISearch in Google Scholar