Remarks On The Sources Of Error In The Modelling Of Lunar Geotechnical Structures

[1]Bilotta E, Taylor N (2005) Modellazione geotecnica in centrifuga. Hevelius Edizioni, Benevento (Italy)BilottaETaylor N (2005) Modellazione geotecnica in centrifuga.Hevelius EdizioniBenevento (Italy)Search in Google Scholar

[2]Iai S, Tobita T, Nakahar T (2005) Generalised scaling relations for dynamic centrifuge tests. Géotechnique, 55(5), 355-362IaiSTobitaTNakaharT2005Generalised scaling relations for dynamic centrifuge testsGéotechnique55535536210.1680/geot.2005.55.5.355Search in Google Scholar

[3]Schofield AN (1980) Cambridge Géotechnical Centrifuge Operations. Géotechnique, Volume 30 Issue 3, September 1980, pp. 227-268SchofieldAN1980Cambridge Géotechnical Centrifuge OperationsGéotechnique303September198022726810.1680/geot.1980.30.3.227Search in Google Scholar

[4]Ovesen N (1979) The scaling law relationships. Proc. 7^th European conf. of soil mech. & foundation engnr., Brighton, 4: 319-323OvesenN1979The scaling law relationshipsProc. 7^th European conf.of soil mech. & foundation engnrBrighton4319323Search in Google Scholar

[5]Ovesen NK (1985) The application of the theory of modelling to centrifuge studies. State of the Art Review on Geotechnical Centrifuge Modelling. Proc. 11th Int. Conf. on Soil Mech. And Found. Eng., San Francisco. Balkema, RotterdamOvesenNK1985The application of the theory of modelling to centrifuge studiesState of the Art Review on Geotechnical Centrifuge Modelling.Proc. 11th Int. Conf. on Soil Mech. And Found. EngSan Francisco. Balkema, RotterdamSearch in Google Scholar

[6]Wood DM (2004) Geotechnical modelling. Spon Press, London.WoodDM2004Geotechnical modelling.Spon PressLondon10.4324/9780203477977Search in Google Scholar

[7]Benaroya H (2002) An overview of lunar base structures: Past and future. AIAA Space Architecture Symposium, AIAA, Reston, Va., 1_12BenaroyaH2002An overview of lunar base structures: Past and future.AIAA Space Architecture SymposiumAIAA, Reston, Va11210.2514/6.2002-6113Search in Google Scholar

[8]Jablonski AM, Ogden KA (2008) - Technical Requirements for Lunar Structures - Journal of Aerospace Engineering, ASCE, Vol.21, Issue 2JablonskiAMOgdenKA2008Technical Requirements for Lunar Structures - Journal of Aerospace EngineeringASCE21210.1061/(ASCE)0893-1321(2008)21:2(72)Search in Google Scholar

[9]Benaroya H, Bernold L, Chua KM (2002) Engineering, design, and construction of lunar bases. J. Aerosp. Eng., 15(2), 33-45BenaroyaHBernoldLChuaKM2002Engineering, design, and construction of lunar bases.J. AerospEng152334510.1061/(ASCE)0893-1321(2002)15:2(33)Search in Google Scholar

[10]Ruess F, Schaenzlin J, Benaroya H (2006). Structural Design of a Lunar Habitat. Journal of Aerospace Engineering, ASCE, Vol.19, N.3, 133-157.RuessFSchaenzlinJBenaroyaH2006Structural Design of a Lunar HabitatJournal of Aerospace Engineering, ASCE19313315710.1061/(ASCE)0893-1321(2006)19:3(133)Search in Google Scholar

[11]Cesaretti G, Dini E, De Kestelier X, Colla V, Pambaguian L (2014) Building components for an outpost on the Lunar soil by means of a novel 3D printing technology. Acta Astronautica, 93, 430-450CesarettiGDiniEDe KestelierXCollaVPambaguianL2014Building components for an outpost on the Lunar soil by means of a novel 3D printing technologyActa Astronautica9343045010.1016/j.actaastro.2013.07.034Search in Google Scholar

[12]Brinkgreve RBJ, Engin E, Swolfs WM (2013). Plaxis 3D. Reference ManualBrinkgreveRBJEnginESwolfsWM2013Plaxis 3DReference ManualSearch in Google Scholar

[13]Schanz T, Vermeer P, Bonier P (1999) The hardening soil model: Formulation and verification. Beyond 2000 in Computational Geotechnics - 10 Years of PLAXIS. Balkema, RotterdamSchanzTVermeerPBonierP1999The hardening soil model: Formulation and verificationBeyond 2000 in Computational Geotechnics - 10 Years of PLAXIS.Balkema, RotterdamSearch in Google Scholar

[14]Arslan, H. (2007) “JSC-1a Geotechnical Properties Experiments”, Document No. 105525. Laboratory for Atmospheric and Space Physics, University of ColoradoArslanH.2007“JSC-1a Geotechnical Properties Experiments”, Document No. 105525.Laboratory for Atmospheric and Space PhysicsUniversity of ColoradoSearch in Google Scholar

[15]Mingjing J, Zhifu S, Utili S (2016) DEM modeling of cantilever retaining excavations. Engineering Computations, Vol. 33, Iss 2, pp. 366 - 394, 2016.7MingjingJZhifuSUtiliS2016DEM modeling of cantilever retaining excavationsEngineering Computations3323663942016.710.1108/EC-06-2014-0140Search in Google Scholar

[16]Bolton MD (1986). The strength and dilatancy of sands. Géotechnique 36, No .1, 65-78BoltonMD1986The strength and dilatancy of sandsGéotechnique361657810.1680/geot.1986.36.1.65Search in Google Scholar