1. bookVolumen 38 (2016): Heft 3 (September 2016)
Zeitschriftendaten
License
Format
Zeitschrift
eISSN
2083-831X
Erstveröffentlichung
09 Nov 2012
Erscheinungsweise
4 Hefte pro Jahr
Sprachen
Englisch
Uneingeschränkter Zugang

Selected aspects of designing deep excavations

Online veröffentlicht: 08 Nov 2016
Volumen & Heft: Volumen 38 (2016) - Heft 3 (September 2016)
Seitenbereich: 49 - 66
Zeitschriftendaten
License
Format
Zeitschrift
eISSN
2083-831X
Erstveröffentlichung
09 Nov 2012
Erscheinungsweise
4 Hefte pro Jahr
Sprachen
Englisch

[1] ZSoil manual, Elmepress and Zace Services Limited, Lausanne, Switzerland 2014.Search in Google Scholar

[2] EN 1992-1-1 (2002): Eurocode 0: Basis of structural design. The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC.Search in Google Scholar

[3] EN 1992-1-1 (2004): Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC.Search in Google Scholar

[4] AUBRY D., OZANAM O., Free-surface tracking through nonsaturated models, [in:] Swoboda (ed.), Numerical Methods in Geomechanics, Balkema, Innsbruck, 1988, 757-763.Search in Google Scholar

[5] BENZ T., Small-strain stiffness of soils and its numerical consequences, PhD thesis, University of Stuttgart 2006.Search in Google Scholar

[6] BURLAND J.B., SIMPSON B., ST JOHN H.D., Movements around excavations in London Clay, Proc. 7th ECSMFE, Brighton 1979, Vol. 1, 13-29.Search in Google Scholar

[7] BURLAND J.B., Small is beautiful - the stiffness of soils at small strains, 9th Bjerrum Memorial Lecture, Canadian Geotechnical Journal, 1989, Vol. 26, 499-516.10.1139/t89-064Search in Google Scholar

[8] DYVIK R., MADSHUS C., Laboratory measurements of Gmax using bender elements, Norwegian Geotechnical Institute, Oslo, Norway, 1985, Publication No. 161, 186-196.Search in Google Scholar

[9] IRMAY S., On the hydraulic conductivity of unsaturated soils, Trans. Am. Geophys. Union, 1956, 35, 463-468.10.1029/TR035i003p00463Search in Google Scholar

[10] JARDINE R.J., POTTS D.M., FOURIE A.B., BOURLAND J.B., Studies of the influence of non-linear stress-strain characteristics in soi -structure interaction, Géotechnique, 1986, Vol. 36, No. 3, 377-396.10.1680/geot.1986.36.3.377Search in Google Scholar

[11] OBRZUD R., TRUTY A., The hardening soil model- a practical guidebook, edition 2016, Technical Report Z Soil. PC 100701, Zace Services Ltd. 2011.Search in Google Scholar

[12] SCHANZ T., Zur Modellierung des mechanischen Verhaltens von Reinbungsmaterialien, Mitt. Inst. für Geotechnik 45. Universitat Stuttgart 1998.Search in Google Scholar

[13] SCHANZ T., VERMEER P., BONIER P., Formulation and verification of the Hardening Soil Model, [in:] Beyond 2000 in Computational Geotechnics, Balkema, Rotterdam 1999.Search in Google Scholar

[14] SCHWEIGER H.F., Benchmarking in Geotechnics, CGGIR006-2002, Graz University of Technology, Austria 2002.Search in Google Scholar

[15] TRUTY A., On certain classes of mixed and stabilized mixed finite element formulations for single and two-phase geomaterials, Zeszyty Naukowe Politechniki Krakowskiej, Seria Inżynieria Środowiska 48, Kraków 2002.Search in Google Scholar

[16] TRUTY A., ZIMMERMANN T., Stabilized mixed finite element formulations for materially nonlinear partially saturated two-phase media, Computer Methods in Applied Mechanics and Engineering, 2006, 195, 1517-1546.10.1016/j.cma.2005.05.044Search in Google Scholar

[17] TRUTY A., Hardening Soil model with small strain stiffness, Technical Report Z Soil.PC 080901, Zace Services Ltd 2009.Search in Google Scholar

[18] TRUTY A., OBRZUD R.F., Improved formulation of the Hardening Soil model in the context of modelling the undrained behaviour of cohesive soils, Studia Geotechnica et Mechanica, 2015, Vol. 37, No. 2.10.1515/sgem-2015-0022Search in Google Scholar

[19] VAN GENUCHTEN M.T., A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sciences Am. Soc., 1980, 44, 892-898.10.2136/sssaj1980.03615995004400050002xSearch in Google Scholar

Empfohlene Artikel von Trend MD

Planen Sie Ihre Fernkonferenz mit Scienceendo