Numerical Analysis of Elastoplastic Behavior of Stone Column Foundation

This paper deals with the influence of the earth pressure at rest coefficient K 0 on stone columns behavior. This parameter is related to the initial stresses caused by the compression of in situ soil and by the installation (expansion of column material). Numerical calculations based on finite elem...

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Veröffentlicht in:	Geotechnical and geological engineering Jg. 30; H. 4; S. 813 - 825
Hauptverfasser:	Six, V., Mroueh, H., Shahrour, I., Bouassida, M.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Dordrecht Springer Netherlands 01.08.2012 Springer Nature B.V Springer Verlag
Schlagworte:	Civil Engineering Compression Earth Earth and Environmental Science Earth pressure Earth Sciences Elastoplasticity Engineering Sciences Finite element method Geotechnical Engineering & Applied Earth Sciences Géotechnique Hydrogeology Initial stresses Installation Numerical analysis Original Paper Soil Stone Stone columns Terrestrial Pollution Waste Management/Waste Technology Soil improvement stone columns Analytical methods Finite element modeling Nonlinear behavior
ISSN:	0960-3182, 1573-1529
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Abstract	This paper deals with the influence of the earth pressure at rest coefficient K 0 on stone columns behavior. This parameter is related to the initial stresses caused by the compression of in situ soil and by the installation (expansion of column material). Numerical calculations based on finite element method are compared to analytical methods and conventional engineering methods addressed to the design of stone columns. The presented results led to a better comprehension of previous methods for the design of stone column and highlighted the importance of well defining the initial stress level due to stone columns installation.
AbstractList	This paper deals with the influence of the earth pressure at rest coefficient K0 on stone columns behavior. This parameter is related to the initial stresses caused by the compression of in situ soil and by the installation (expansion of column material). Numerical calculations based on finite element method are compared to analytical methods and conventional engineering methods addressed to the design of stone columns. The presented results led to a better comprehension of previous methods for the design of stone column and highlighted the importance of well defining the initial stress level due to stone columns installation. This paper deals with the influence of the earth pressure at rest coefficient K 0 on stone columns behavior. This parameter is related to the initial stresses caused by the compression of in situ soil and by the installation (expansion of column material). Numerical calculations based on finite element method are compared to analytical methods and conventional engineering methods addressed to the design of stone columns. The presented results led to a better comprehension of previous methods for the design of stone column and highlighted the importance of well defining the initial stress level due to stone columns installation.
Author	Bouassida, M. Shahrour, I. Mroueh, H. Six, V.
Author_xml	– sequence: 1 givenname: V. surname: Six fullname: Six, V. organization: Ecole des Haute Etudes d’Ingénieurs – sequence: 2 givenname: H. surname: Mroueh fullname: Mroueh, H. email: Hussein.mroueh@polytech-lille.fr organization: Laboratoire Génie Civil et géo-Environnement Lille Nord de France LGCgE (EA 4515), Université Lille1 Sciences et Technologies – sequence: 3 givenname: I. surname: Shahrour fullname: Shahrour, I. organization: Laboratoire Génie Civil et géo-Environnement Lille Nord de France LGCgE (EA 4515), Université Lille1 Sciences et Technologies – sequence: 4 givenname: M. surname: Bouassida fullname: Bouassida, M. organization: Ecole Nationale d’Ingénieurs de Tunis, Unité de Recherche Ingénierie Géotechnique (05/UR/11-06), Université Tunis El Manar
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Cites_doi	10.1680/grim.2010.163.2.101 10.1016/j.euromechsol.2006.12.004 10.1016/j.compgeo.2006.09.008 10.1016/S0266-352X(96)00013-4
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Keywords	Soil improvement stone columns Analytical methods Finite element modeling Nonlinear behavior
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References	Ghionna V, Jamiolkowski M (1981) Colonne di ghiaia. X Ciclo di conferenze dedicate ai problemi di meccanica dei terreni e ingegneria delle fondazioni metodi di miglioramento dei terreni, Politecnico di Torino Ingegneria, atti dell’istituto di scienza delle costruzioni, No.507, Novembre 1981 GuetifZBouassidaMDebatsJMImproved soft clay characteristics due to stone column installationComp Geotech200734210411110.1016/j.compgeo.2006.09.008 Schlosser F, Jacobsen HM, Juran I (1984) Le renforcement des sols. Revue Française de Géotechnique. No. 29, pp 7–33 EllouzeSBouassidaMHazzarLMrouehHOn settlement of stone column foundation by Priebe’s methodGround Improv2010163210110710.1680/grim.2010.163.2.101 Goughnour RR, Bayuk AA (1979) Analysis of stone column-soil matrix interaction under vertical load. C.R. Colloque International sur le renforcement des sols: Terre armée et autres méthodes, Paris, Mars, vol I, pp 271–277 Dhouib A, Soyez B, Shahrour I (1993) Réflexion sur les problèmes de calcul et de dimensionnement des colonnes ballastées sous chargement monotone. Actes du Congrès Franco-Polonais de Mécanique des sols. Douai, pp 305–312 Dhouib A, Blondeau F (2005) Colonnes ballastées. Presses de l’Ecole Nationale des Ponts et Chaussées (ed). ISBN 2859784012 AbdelkrimMde BuhanPAn elastoplastic homogenization procedure for predicting the settlement of a foundation on a soil reinforced by columnsEur J Mech A/Solids200726200773675710.1016/j.euromechsol.2006.12.004 PoorooshasbHBMeyerhofGGAnalysis of behaviour of stone columns and lime columnsComp Geotech1997201477010.1016/S0266-352X(96)00013-4 Priebe HJ (1995) The design of vibro replacement. Ground Eng (Dec):31–37 Abaqus Inc (2004) Reference manual, Ver. 6.4 Z Guetif (9500_CR8) 2007; 34 9500_CR90 9500_CR92 S Ellouze (9500_CR4) 2010; 163 9500_CR7 9500_CR5 9500_CR3 9500_CR10 9500_CR1 HB Poorooshasb (9500_CR9) 1997; 20 M Abdelkrim (9500_CR2) 2007; 26
References_xml	– reference: Goughnour RR, Bayuk AA (1979) Analysis of stone column-soil matrix interaction under vertical load. C.R. Colloque International sur le renforcement des sols: Terre armée et autres méthodes, Paris, Mars, vol I, pp 271–277 – reference: Abaqus Inc (2004) Reference manual, Ver. 6.4 – reference: Schlosser F, Jacobsen HM, Juran I (1984) Le renforcement des sols. Revue Française de Géotechnique. No. 29, pp 7–33 – reference: AbdelkrimMde BuhanPAn elastoplastic homogenization procedure for predicting the settlement of a foundation on a soil reinforced by columnsEur J Mech A/Solids200726200773675710.1016/j.euromechsol.2006.12.004 – reference: Dhouib A, Blondeau F (2005) Colonnes ballastées. Presses de l’Ecole Nationale des Ponts et Chaussées (ed). ISBN 2859784012 – reference: Priebe HJ (1995) The design of vibro replacement. Ground Eng (Dec):31–37 – reference: Ghionna V, Jamiolkowski M (1981) Colonne di ghiaia. X Ciclo di conferenze dedicate ai problemi di meccanica dei terreni e ingegneria delle fondazioni metodi di miglioramento dei terreni, Politecnico di Torino Ingegneria, atti dell’istituto di scienza delle costruzioni, No.507, Novembre 1981 – reference: Dhouib A, Soyez B, Shahrour I (1993) Réflexion sur les problèmes de calcul et de dimensionnement des colonnes ballastées sous chargement monotone. Actes du Congrès Franco-Polonais de Mécanique des sols. Douai, pp 305–312 – reference: GuetifZBouassidaMDebatsJMImproved soft clay characteristics due to stone column installationComp Geotech200734210411110.1016/j.compgeo.2006.09.008 – reference: EllouzeSBouassidaMHazzarLMrouehHOn settlement of stone column foundation by Priebe’s methodGround Improv2010163210110710.1680/grim.2010.163.2.101 – reference: PoorooshasbHBMeyerhofGGAnalysis of behaviour of stone columns and lime columnsComp Geotech1997201477010.1016/S0266-352X(96)00013-4 – volume: 163 start-page: 101 issue: 2 year: 2010 ident: 9500_CR4 publication-title: Ground Improv doi: 10.1680/grim.2010.163.2.101 – ident: 9500_CR7 – volume: 26 start-page: 736 issue: 2007 year: 2007 ident: 9500_CR2 publication-title: Eur J Mech A/Solids doi: 10.1016/j.euromechsol.2006.12.004 – ident: 9500_CR5 – ident: 9500_CR90 – ident: 9500_CR92 – volume: 34 start-page: 104 issue: 2 year: 2007 ident: 9500_CR8 publication-title: Comp Geotech doi: 10.1016/j.compgeo.2006.09.008 – ident: 9500_CR1 – ident: 9500_CR10 – ident: 9500_CR3 – volume: 20 start-page: 47 issue: 1 year: 1997 ident: 9500_CR9 publication-title: Comp Geotech doi: 10.1016/S0266-352X(96)00013-4
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SubjectTerms	Civil Engineering Compression Earth Earth and Environmental Science Earth pressure Earth Sciences Elastoplasticity Engineering Sciences Finite element method Geotechnical Engineering & Applied Earth Sciences Géotechnique Hydrogeology Initial stresses Installation Numerical analysis Original Paper Soil Stone Stone columns Terrestrial Pollution Waste Management/Waste Technology
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Title	Numerical Analysis of Elastoplastic Behavior of Stone Column Foundation
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