This work is licensed under the Creative Commons Attribution 4.0 International License.
Benz, T. (2007). Small strain stiffness of soils and its numerical consequences, PhD Thesis, Universität Stuttgart.BenzT.2007Small strain stiffness of soils and its numerical consequencesPhD Thesis,Universität StuttgartSearch in Google Scholar
Chehade, W. (1991). Méthodologie pour la validation des modèles des géomatériaux-Application aux modèles élastoplastiques, PhD Thesis, Univ Sciences et Technologies de Lille (in French).ChehadeW.1991Méthodologie pour la validation des modèles des géomatériaux-Application aux modèles élastoplastiquesPhD Thesis,Univ Sciences et Technologies de Lille (in French)Search in Google Scholar
Coquillay, S. (2005) Prise en compte de la non linéarité du comportement des sols soumis à de petites déformations pour le calcul des ouvrages géotechniques, PhD Thesis, Ecole Nationale des Ponts et Chaussées (in French).CoquillayS.2005Prise en compte de la non linéarité du comportement des sols soumis à de petites déformations pour le calcul des ouvrages géotechniquesPhD Thesis,Ecole Nationale des Ponts et Chaussées (in French)Search in Google Scholar
Coquillay, S., Bourgeois, E., and Mestat, Ph. (2005) A non-linear elastic-perfectly plastic model for the simulation of the Hochstetten sheet pile wall. 11th International Conference of IACMAG, Turin, Italy, June 19–24, 2005.CoquillayS.BourgeoisE.MestatPh.2005A non-linear elastic-perfectly plastic model for the simulation of the Hochstetten sheet pile wall11th International Conference of IACMAGTurin, ItalyJune 19–24, 2005Search in Google Scholar
Delattre, L. (2004). A century of retaining wall computation methods III: Modeling of retaining walls by means of the finite element method, Bull Lab Ponts et Chaussées, n°252–253, 95–117, www.ifsttar.fr/collections/BLPCpdfs/blpc_252-253_95-117_en.pdf.DelattreL.2004A century of retaining wall computation methods III: Modeling of retaining walls by means of the finite element methodBull Lab Ponts et Chaussées252–25395117www.ifsttar.fr/collections/BLPCpdfs/blpc_252-253_95-117_en.pdf.Search in Google Scholar
Duncan, J.M., and Chang, C.-Y. (1970). Nonlinear Analysis of Stress and Strain in Soils. Journal of the Soil Mechanics and Foundations Division 96, 1629–1653.DuncanJ.M.ChangC.-Y.1970Nonlinear Analysis of Stress and Strain in SoilsJournal of the Soil Mechanics and Foundations Division9616291653Search in Google Scholar
El Arja, H. (2020). Contribution à la modélisation numérique des excavations profondes, PhD Thesis, Université Paris-Est.El ArjaH.2020Contribution à la modélisation numérique des excavations profondesPhD Thesis,Université Paris-EstSearch in Google Scholar
El Arja, H., Bourgeois, E., and Burlon, S. (2019). Prise en compte du mécanisme des déformations plastiques dans les calculs des excavations profondes. Proc XVII ECSMGE-2019, Reykjavik.El ArjaH.BourgeoisE.BurlonS.2019Prise en compte du mécanisme des déformations plastiques dans les calculs des excavations profondesProc XVII ECSMGE-2019ReykjavikSearch in Google Scholar
Elmi, F., Bourgeois, E., Pouya, A., and Rospars, C. (2006) Elastoplastic Joint Element for the Finite Element Analysis of the Hochstetten Sheet Pile Wall, in Numerical methods in geotechnical engineering NUMGE 2006, Schweiger (ed), Graz, Austria, 411–416ElmiF.BourgeoisE.PouyaA.RosparsC.2006Elastoplastic Joint Element for the Finite Element Analysis of the Hochstetten Sheet Pile Wall, in Numerical methods in geotechnical engineering NUMGE 2006Schweiger(ed),Graz, Austria411416Search in Google Scholar
Fern, E.J., and Soga, K. (2018). The dilatancy conditions at critical state and its implications on constitutive modelling, Numerical Methods in Geotechnical Engineering NUMGE 2018, Porto, 8 p.FernE.J.SogaK.2018The dilatancy conditions at critical state and its implications on constitutive modellingNumerical Methods in Geotechnical Engineering NUMGE2018Porto8 p.Search in Google Scholar
Finno, R.J. (2008). General Report: Analysis and Numerical Modeling of Deep Excavations, Proc 6th Int Symp on Geotechnical Aspects of Underground Construction in Soft Ground, Shanghai, China, Ng, Nuang and Liu, eds., Taylor & Francis, 87–97.FinnoR.J.2008General Report: Analysis and Numerical Modeling of Deep ExcavationsProc 6th Int Symp on Geotechnical Aspects of Underground Construction in Soft GroundShanghai, ChinaNgNuangLiueds.,Taylor & Francis8797Search in Google Scholar
Finno, R.J., and Harahap, I.S. (1991). Finite Element Analyses of HDR-4 Excavation. Journal of Geotechnical Engineering 117, 1590–1609.FinnoR.J.HarahapI.S.1991Finite Element Analyses of HDR-4 ExcavationJournal of Geotechnical Engineering11715901609Search in Google Scholar
Goh, A.T.C., Zhang, F., Zhang, W., Zhang, Y., and Liu, H. (2017a) A simple estimation model for 3D braced excavation wall deflection, Computers and Geotechnics 83, 106–113. http://dx.doi.org/10.1016/j.compgeo.2016.10.022GohA.T.C.ZhangF.ZhangW.ZhangY.LiuH.2017aA simple estimation model for 3D braced excavation wall deflectionComputers and Geotechnics83106113http://dx.doi.org/10.1016/j.compgeo.2016.10.022Search in Google Scholar
Goh, A.T.C., Zhang, F., Zhang, W., and Chew, O.Y.S. (2017b) Assessment of strut forces for braced excavation in clays from numerical analysis and field measurements, Computers and Geotechnics 86, 141–149. http://dx.doi.org/10.1016/j.compgeo.2017.01.012GohA.T.C.ZhangF.ZhangW.ChewO.Y.S.2017bAssessment of strut forces for braced excavation in clays from numerical analysis and field measurementsComputers and Geotechnics86141149http://dx.doi.org/10.1016/j.compgeo.2017.01.012Search in Google Scholar
Goodman, R. E., Taylor, R. L., and Brekke, T. L. (1968). A model for the mechanics of jointed rock. Journal of the Soil Mechanics and Foundations Division ASCE, Vol.94, No. SM3, 637–659.GoodmanR. E.TaylorR. L.BrekkeT. L.1968A model for the mechanics of jointed rockJournal of the Soil Mechanics and Foundations Division ASCE94SM3637659Search in Google Scholar
Itech (2021) General overview - Geotechnical analysis - v2021 (https://www.cesar-lcpc.com/documents/CESAR-FC-2021-EN.pdf)Itech2021General overview - Geotechnical analysis - v2021(https://www.cesar-lcpc.com/documents/CESAR-FC-2021-EN.pdf)Search in Google Scholar
Jardine, R.J., Potts, D.M., Fourie, A.B., and Burland, J.B. (1986). Studies of the influence of non-linear stress–strain characteristics in soil–structure interaction. Géotechnique 36(3), 377–396 (https://doi.org/10.1680/geot.1986.36.3.377).JardineR.J.PottsD.M.FourieA.B.BurlandJ.B.1986Studies of the influence of non-linear stress–strain characteristics in soil–structure interactionGéotechnique363377396(https://doi.org/10.1680/geot.1986.36.3.377).Search in Google Scholar
Khoshnoudian, F. (2002). Numerical Analysis of the Seismic Behavior of Tunnels Constructed in Liquefiable Soils, Soils and Foundations, 42(6), 1–8.KhoshnoudianF.2002Numerical Analysis of the Seismic Behavior of Tunnels Constructed in Liquefiable SoilsSoils and Foundations42618Search in Google Scholar
Khoshravan Azar, A. (1995). Problèmes de sols saturés sous chargement dynamique: modèle cyclique pour les sols et validation sur des essais en centrifugeuse, PhD Thesis, Univ Sciences et Technologies de Lille (in French).Khoshravan AzarA.1995Problèmes de sols saturés sous chargement dynamique: modèle cyclique pour les sols et validation sur des essais en centrifugeusePhD Thesis,Univ Sciences et Technologies de Lille (in French)Search in Google Scholar
Mestat, Ph., and Arafati, N. (1998) Finite element modelling of the performance of the experimental sheet pile at Hochstetten, Bulletin de Liaison des Laboratoires des Ponts et Chaussées, 216, 19–39.MestatPh.ArafatiN.1998Finite element modelling of the performance of the experimental sheet pile at HochstettenBulletin de Liaison des Laboratoires des Ponts et Chaussées2161939Search in Google Scholar
Moussaoui, M., Rehab Bekkouche, S., Kamouche, H., Benayoun, F., and Goudjil, K. (2022) Identification of Soil Mechanical Parameters by Inverse Analysis Using Stochastic Methods, SSP-Journal of Civil Engineering, 17(1), DOI: 10.2478/sspjce-2022-0018MoussaouiM.Rehab BekkoucheS.KamoucheH.BenayounF.GoudjilK.2022Identification of Soil Mechanical Parameters by Inverse Analysis Using Stochastic MethodsSSP-Journal of Civil Engineering17110.2478/sspjce-2022-0018Open DOISearch in Google Scholar
Obrzud, R.F. (2010). On the use of the Hardening Soil Small Strain model in geotechnical practice, Numerics in Geotechnics and Structures, 15–42.ObrzudR.F.2010On the use of the Hardening Soil Small Strain model in geotechnical practiceNumerics in Geotechnics and Structures1542Search in Google Scholar
Obrzud, R.F., and Truty, A. (2018). The Hardening soil model - A practical guidebook, Z Soil.PC 100701 report.ObrzudR.F.TrutyA.2018The Hardening soil model - A practical guidebookZ Soil.PC 100701 report.Search in Google Scholar
Roscoe, K.H., Schofield, A.N., and Wroth, C.P. (1958). On the Yielding of Soils, Géotechnique 8(1), 22–53 (https://doi.org/10.1680/geot.1958.8.1.22).RoscoeK.H.SchofieldA.N.WrothC.P.1958On the Yielding of SoilsGéotechnique812253(https://doi.org/10.1680/geot.1958.8.1.22).Search in Google Scholar
Rowe, P.W. (1962) The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. Royal Society of London, Mathematical and Physical Sciences, Vol. 269, Series A, 500–557.RoweP.W.1962The stress-dilatancy relation for static equilibrium of an assembly of particles in contactProc. Royal Society of London, Mathematical and Physical Sciences269Series A,500557Search in Google Scholar
Schanz, T., and Vermeer, P. (1996) Angles of friction and dilatancy of sand, Géotechnique 46 (1), 145–151.SchanzT.VermeerP.1996Angles of friction and dilatancy of sandGéotechnique461145151Search in Google Scholar
Schanz, T., Vermeer, P.A., and Bonnier, P.G. (1999). The hardening soil model: Formulation and verification, Beyond 2000 in Computational Geotechnics, R.B.J. Brinkgreve, ed., 281–296.SchanzT.VermeerP.A.BonnierP.G.1999The hardening soil model: Formulation and verificationBeyond 2000 in Computational GeotechnicsBrinkgreveR.B.J.ed.281296Search in Google Scholar
Schofield, A., and Worth, P. (1968). Critical State Soil Mechanics, Mc Graw-Hill.SchofieldA.WorthP.1968Critical State Soil MechanicsMc Graw-HillSearch in Google Scholar
Schweiger, H.F. (2002a). Benchmarking in Geotechnics_Part I: Results of benchmarking. Technical report CGG IR006 2002, Institute for Soil Mechanics and Foundation Engineering, Graz University of Technology.SchweigerH.F.2002aBenchmarking in Geotechnics_Part I: Results of benchmarkingTechnical report CGG IR006 2002,Institute for Soil Mechanics and Foundation Engineering, Graz University of TechnologySearch in Google Scholar
Schweiger, H.F. (2002b). Results from numerical benchmark exercises in geotechnics, 5th Conf on Num Meth in Geotechnical Engineering NUMGE 2002, Mestat (ed), Paris, volume 1, 305–314.SchweigerH.F.2002bResults from numerical benchmark exercises in geotechnics5th Conf on Num Meth in Geotechnical Engineering NUMGE 2002Mestat(ed),Paris1305314Search in Google Scholar
Shahrour, I., and Ousta, R. (1998). Numerical analysis of the behavior of piles in saturated soils under seismic loading, 11th European Conf. on Earthquake Engineering (Rotterdam).ShahrourI.OustaR.1998Numerical analysis of the behavior of piles in saturated soils under seismic loading11th European Conf. on Earthquake Engineering (Rotterdam)Search in Google Scholar
Shahrour, I., Benzenati, I., and Khoshravan Azar, A. (1995a). Validation of a nonlinear coupled dynamic model on centrifuge tests of VELACS project, Numerical Models in Geomechanics NUMOG V, (Rotterdam), pp. 269–274.ShahrourI.BenzenatiI.Khoshravan AzarA.1995aValidation of a nonlinear coupled dynamic model on centrifuge tests of VELACS projectNumerical Models in Geomechanics NUMOG VRotterdam269274Search in Google Scholar
Shahrour I., Ghorbanbeigi S., and Von Wolffersdorff P.A. (1995b) Comportement des rideaux de palplanche : expérimentation en vraie grandeur et prédictions numériques. Revue Française de Géotechnique, 71, 39–47 (in French).Shahrour I.Ghorbanbeigi S.Von WolffersdorffP.A.1995bComportement des rideaux de palplanche : expérimentation en vraie grandeur et prédictions numériquesRevue Française de Géotechnique713947(in French).Search in Google Scholar
Shao, C., and Desai, C.S. (2000). Implementation of DSC model and application for analysis of field pile tests under cyclic loading, Int J for Numerical and Analytical Methods in Geomechanics, 24(6), 601–624.ShaoC.DesaiC.S.2000Implementation of DSC model and application for analysis of field pile tests under cyclic loadingInt J for Numerical and Analytical Methods in Geomechanics246601624Search in Google Scholar
Simpson, B. (1992). Retaining structures : displacement and design, Géotechnique 42(4), 541–576 (https://doi.org/10.1680/geot.1992.42.4.541).SimpsonB.1992Retaining structures : displacement and designGéotechnique424541576(https://doi.org/10.1680/geot.1992.42.4.541).Search in Google Scholar
Tatsuoka, F.M., Sakamoto, M., Kawamura, T., and Fakushiima, S. (1986). Strength and deformation characteristics of sand in plane strain compression at extremley low pressures, Soils and Foundations, 26(1), 65–84.TatsuokaF.M.SakamotoM.KawamuraT.FakushiimaS.1986Strength and deformation characteristics of sand in plane strain compression at extremley low pressuresSoils and Foundations2616584Search in Google Scholar
Von Wolffersdorff P.-A. (1994a) Spundwand-Feldversuch in Hochstetten / Sheetpile wall field test in Hochstetten. Part A: Presentation of the problem. Part B: Test results and predictions. Workshop Sheet Pile Test Karlsruhe, Delft University, October 6 and 7, 1994Von WolffersdorffP.-A.1994aSpundwand-Feldversuch in Hochstetten / Sheetpile wall field test in HochstettenPart A: Presentation of the problem. Part B: Test results and predictions. Workshop Sheet Pile Test KarlsruheDelft UniversityOctober 6 and 7, 1994Search in Google Scholar
Von Wolffersdorff P.-A. (1994b) « Results of field test and evaluation of the predictions and subsequent calculations », Workshop Sheet Pile Test Karlsruhe, Delft University.Von WolffersdorffP.-A.1994b« Results of field test and evaluation of the predictions and subsequent calculations »Workshop Sheet Pile Test Karlsruhe,Delft UniversitySearch in Google Scholar
Zaher, M. (1995). Validation des modèles de sols sur ouvrages types. PhD Thesis, Université des sciences et technologies de Lille.ZaherM.1995Validation des modèles de sols sur ouvrages typesPhD Thesis,Université des sciences et technologies de LilleSearch in Google Scholar
Zdravkovic, L., Potts, D.M., and St John, H.D. (2005). Modelling of 3D excavation in finite element analysis. Géotechnique 55(7), 497–513 (https://doi.org/10.1680/geot.2005.55.7.497).ZdravkovicL.PottsD.M.St JohnH.D.2005Modelling of 3D excavation in finite element analysisGéotechnique557497513(https://doi.org/10.1680/geot.2005.55.7.497).Search in Google Scholar
Zhang, W., Goh, A.T.C., and Xuan, F. (2015a) A simple prediction model for wall deflection caused by braced excavation in clays, Computers and Geotechnics 63, 67–72. http://dx.doi.org/10.1016/j.compgeo.2014.09.001ZhangW.GohA.T.C.XuanF.2015aA simple prediction model for wall deflection caused by braced excavation in claysComputers and Geotechnics636772http://dx.doi.org/10.1016/j.compgeo.2014.09.001Search in Google Scholar
Zhang, W., Goh, A.T.C., and Zhang, Y. (2015b) Updating soil parameters using spreadsheet method for predicting wall deflections in braced excavations. Geotechnical and Geological Engineering 33, 1489–1498, DOI 10.1007/s10706-015-9914-4ZhangW.GohA.T.C.ZhangY.2015bUpdating soil parameters using spreadsheet method for predicting wall deflections in braced excavationsGeotechnical and Geological Engineering331489149810.1007/s10706-015-9914-4Open DOISearch in Google Scholar
Zhang, W.G., Goh, A.T.C., Chew, O.Y.S., Zhou, D., and Zhang, R. (2018a) Performance of braced excavation in residual soil with groundwater drawdown, Underground Space 3, 150–165. https://doi.org/10.1016/j.undsp.2018.03.002ZhangW.G.GohA.T.C.ChewO.Y.S.ZhouD.ZhangR.2018aPerformance of braced excavation in residual soil with groundwater drawdownUnderground Space3150165https://doi.org/10.1016/j.undsp.2018.03.002Search in Google Scholar
Zhang, W., Wang, W., Zhou, D., Zhang, R., Goh, A.T.C., and Hou, Z. (2018b) Influence of groundwater drawdown on excavation responses - A case history in Bukit Timah granitic residual soils. Journal of Rock Mechanics and Geotechnical Engineering 10, 856–864. (https://doi.org/10.1016/j.undsp.2018.03.002)ZhangW.WangW.ZhouD.ZhangR.GohA.T.C.HouZ.2018bInfluence of groundwater drawdown on excavation responses - A case history in Bukit Timah granitic residual soilsJournal of Rock Mechanics and Geotechnical Engineering10856864(https://doi.org/10.1016/j.undsp.2018.03.002)Search in Google Scholar