This work is licensed under the Creative Commons Attribution 4.0 International License.
Abate, G., Massimino, M., R. (2016). Dynamic soil-structure interaction analysis by experimental and numerical analysis. Rivista Italiana di Geotecnica 2/2016.AbateG.MassiminoM. R.2016Dynamic soil-structure interaction analysis by experimental and numerical analysisRivista Italiana di Geotecnica22016Search in Google Scholar
Bhattacharya, S., Lombardi, D., Dihoru, L., et al. (2012). Model container design for soil-structure interaction studies. In: Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering. Springer, Dordrecht, 135–158.BhattacharyaS.LombardiD.DihoruL.2012Model container design for soil-structure interaction studiesIn:Role of Seismic Testing Facilities in Performance-Based Earthquake EngineeringSpringerDordrecht13515810.1007/978-94-007-1977-4_8Search in Google Scholar
Brennan, A.J., Thusyanthan, N. I., Madabhushi, S.P.G. (2005). Evaluation of shear modulus and damping in dynamic centrifuge tests. Journal of Geotechnical and Geoenvironmental Engineering 131(12), 1488–1497.BrennanA.J.ThusyanthanN. I.MadabhushiS.P.G.2005Evaluation of shear modulus and damping in dynamic centrifuge testsJournal of Geotechnical and Geoenvironmental Engineering131121488149710.1061/(ASCE)1090-0241(2005)131:12(1488)Search in Google Scholar
Dar, A. R. (1993). Development of a flexible shear-stack for shaking table testing of geotechnical problems. PhD Thesis. University of Bristol.DarA. R.1993Development of a flexible shear-stack for shaking table testing of geotechnical problemsPhD Thesis.University of BristolSearch in Google Scholar
Dassault Systèmes (2019). Abaqus Standard software package.Dassault Systèmes2019Abaqus Standard software packageSearch in Google Scholar
Dietz, M., Muir Wood, D. (2007). Shaking table evaluation of dynamic soil properties. In proceedings of: 4th International Conference of Earthquake Geotechnical Engineering, June 25–28, Thessaloniki, Greece, 2007.DietzM.Muir WoodD.2007Shaking table evaluation of dynamic soil propertiesIn proceedings of: 4th International Conference of Earthquake Geotechnical EngineeringJune 25–28, 2007Thessaloniki, GreeceSearch in Google Scholar
Durante, M. G. (2015). Experimental and numerical assessment of dynamic soil-pile-structure interaction. PhD Thesis. University of Naples Federico II.DuranteM. G.2015Experimental and numerical assessment of dynamic soil-pile-structure interactionPhD Thesis.University of Naples Federico IISearch in Google Scholar
Gudehus, G., Amorosi, A., Gens, A., et al. (2008). The soilmodels.info project. International Journal of Numerical and Analytical Methods in Geomechanics 32(12), 1571–1572.GudehusG.AmorosiA.GensA.2008The soilmodels.info projectInternational Journal of Numerical and Analytical Methods in Geomechanics32121571157210.1002/nag.675Search in Google Scholar
Hleibieh, J., Wegener, D., Herle, I. (2014). Numerical simulations of a tunnel surrounded by sand under earthquake using a hypoplastic model. Acta Geotechnica 9, 631–640.HleibiehJ.WegenerD.HerleI.2014Numerical simulations of a tunnel surrounded by sand under earthquake using a hypoplastic modelActa Geotechnica963164010.1007/s11440-013-0294-8Search in Google Scholar
Hleibieh, J., Herle, I. (2019). The performance of a hypoplastic constitutive model in predictions of centrifuge experiments under earthquake conditions. Soil Dynamics and Earthquake Engineering, 122, 310–317.HleibiehJ.HerleI.2019The performance of a hypoplastic constitutive model in predictions of centrifuge experiments under earthquake conditionsSoil Dynamics and Earthquake Engineering12231031710.1016/j.soildyn.2018.10.031Search in Google Scholar
Kolymbas, D. (1985). A generalized hypoelastic constitutive law. In Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, USA.KolymbasD.1985A generalized hypoelastic constitutive lawIn Proceedings of the 11th International Conference on Soil Mechanics and Foundation EngineeringSan Francisco, USASearch in Google Scholar
Kowalczyk, P. (2020). Validation and application of advanced soil constitutive models in numerical modelling of soil and soil-structure interaction under seismic loading. PhD Thesis. University of Trento, http://hdl.handle.net/11572/275675KowalczykP.2020Validation and application of advanced soil constitutive models in numerical modelling of soil and soil-structure interaction under seismic loadingPhD Thesis.University of Trentohttp://hdl.handle.net/11572/275675Search in Google Scholar
Kowalczyk, P. (2021). New insight on seismic soil-structure interaction: amplification of soil generated high frequency motion on a kinematic pile. In Proceedings of the 1st Croatian Conference on Earthquake Engineering, 22–24 March, Zagreb, Croatia.KowalczykP.2021New insight on seismic soil-structure interaction: amplification of soil generated high frequency motion on a kinematic pileInProceedings of the 1st Croatian Conference on Earthquake Engineering22–24 MarchZagreb, Croatia10.5592/CO/1CroCEE.2021.221Search in Google Scholar
Kowalczyk, P., Gajo, A. (2022).. Introductory consideration supporting the idea of the potential presence of unloading elastic waves in seismic response of hysteretic soil. Soil Dynamics and Earthquake Engineering (currently under completion, title to be confirmed).KowalczykP.GajoA.2022Introductory consideration supporting the idea of the potential presence of unloading elastic waves in seismic response of hysteretic soilSoil Dynamics and Earthquake Engineering (currently under completion, title to be confirmed).10.31224/2586Search in Google Scholar
Kramer, S. L. (1996). Geotechnical Earthquake Engineering. Prentice Hall, US.KramerS. L.1996Geotechnical Earthquake EngineeringPrentice HallUSSearch in Google Scholar
Kutter, B. L., Carey, T. J., Stone, et al. (2019). LEAP-UCD-2017 Comparison of Centrifuge Test Results. In: B. Kutter et al. (Eds.), Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-UCD-2017. New York: Springer.KutterB. L.CareyT. J.Stone2019LEAP-UCD-2017 Comparison of Centrifuge Test ResultsIn:KutterB.(Eds.),Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-UCD-2017New YorkSpringer10.1007/978-3-030-22818-7_4Search in Google Scholar
Madabhushi, G. S. P. (2014). Centrifuge modelling for civil engineers. Taylor & Francis Ltd.MadabhushiG. S. P.2014Centrifuge modelling for civil engineersTaylor & Francis LtdSearch in Google Scholar
Mašín, D. (2018). Modelling of Soil Behaviour with Hypoplasticity: Another Approach to Soil Constitutive Modelling. Springer.MašínD.2018Modelling of Soil Behaviour with Hypoplasticity: Another Approach to Soil Constitutive ModellingSpringer10.1007/978-3-030-03976-9Search in Google Scholar
Mercado, V., W. El-Sekelly, Abdoun, T., Pajaro, C. (2018). A study on the effect of material nonlinearity on the generation of frequency harmonics in the response of excited soil deposits. Soil Dynamics and Earthquake Engineering 115, 787–798.MercadoV.El-SekellyW.AbdounT.PajaroC.2018A study on the effect of material nonlinearity on the generation of frequency harmonics in the response of excited soil depositsSoil Dynamics and Earthquake Engineering11578779810.1016/j.soildyn.2018.09.021Search in Google Scholar
Niemunis, A., Herle, I. (1997). Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-Frictional Materials 2, 279–299.NiemunisA.HerleI.1997Hypoplastic model for cohesionless soils with elastic strain rangeMechanics of Cohesive-Frictional Materials227929910.1002/(SICI)1099-1484(199710)2:4<279::AID-CFM29>3.0.CO;2-8Search in Google Scholar
Pavlenko, O. (2001). Nonlinear seismic effects in soils: numerical simulation and study. Bulletin of Seismological Society of America 91(2), 381–96.PavlenkoO.2001Nonlinear seismic effects in soils: numerical simulation and studyBulletin of Seismological Society of America9123819610.1785/0120000047Search in Google Scholar
Seed, H. B., Idriss, I. M. (1970). Soil moduli and damping factors for dynamic response analysis. EERC report 70-10. University of California, Berkeley.SeedH. B.IdrissI. M.1970Soil moduli and damping factors for dynamic response analysis. EERC report 70-10University of CaliforniaBerkeleySearch in Google Scholar
Shahnazari, H., Towhata, I. (2002). Torsion shear tests on cyclic stress-dilatancy relationship of sand. Soils and Foundations 42(1), 105–119.ShahnazariH.TowhataI.2002Torsion shear tests on cyclic stress-dilatancy relationship of sandSoils and Foundations42110511910.3208/sandf.42.105Search in Google Scholar
Stroud, M. A. (1971). The behaviour of sand at low stress levels in the simple shear apparatus. PhD Thesis. University of Cambridge.StroudM. A.1971The behaviour of sand at low stress levels in the simple shear apparatusPhD Thesis.University of CambridgeSearch in Google Scholar
Tan, F.S.C. (1990). Centrifuge and theoretical modelling of conical footings on sand. PhD Thesis. University of Cambridge.TanF.S.C.1990Centrifuge and theoretical modelling of conical footings on sandPhD Thesis.University of CambridgeSearch in Google Scholar
Uesugi, M., Kishida, H. (1986). Influential factors of friction between steel and dry sands. Soils and Foundations 26(2), 33–46.UesugiM.KishidaH.1986Influential factors of friction between steel and dry sandsSoils and Foundations262334610.3208/sandf1972.26.2_33Search in Google Scholar
Veeraraghavan, S., Spears, R. E., Coleman, J. L. (2019). High frequency content in soil nonlinear response: A numerical artefact or a reality? Soil Dynamics and Earthquake Engineering 116, 185–191.VeeraraghavanS.SpearsR. E.ColemanJ. L.2019High frequency content in soil nonlinear response: A numerical artefact or a reality?Soil Dynamics and Earthquake Engineering11618519110.1016/j.soildyn.2018.09.044Search in Google Scholar
Vitorino, M. V., Vieira, A., Rodrigues, M. S. (2017). Effect of sliding friction in harmonic oscillators. Scientific Reports 7(1), 3726.VitorinoM. V.VieiraA.RodriguesM. S.2017Effect of sliding friction in harmonic oscillatorsScientific Reports71372610.1038/s41598-017-03999-wSearch in Google Scholar
Von Wolffersdorff, P. A. (1996). A hypoplastic relation for granular materials with a predefined limit state surface. Mechanics of Cohesive and Frictional Materials 1(3), 251–271.Von WolffersdorffP. A.1996A hypoplastic relation for granular materials with a predefined limit state surfaceMechanics of Cohesive and Frictional Materials1325127110.1002/(SICI)1099-1484(199607)1:3<251::AID-CFM13>3.0.CO;2-3Search in Google Scholar
Wegener, D. (2013). Numerical investigation of permanent displacements due to dynamic loading. PhD thesis. TU Dresden (Germany).WegenerD.2013Numerical investigation of permanent displacements due to dynamic loadingPhD thesis.TU DresdenGermanySearch in Google Scholar
Wegener, D., Herle, I. (2014). Prediction of permanent soil deformations due to cyclic shearing with a hypoplastic constitutive model. Geotechnik 37(2), 113–122.WegenerD.HerleI.2014Prediction of permanent soil deformations due to cyclic shearing with a hypoplastic constitutive modelGeotechnik37211312210.1002/gete.201300013Search in Google Scholar