메뉴 건너뛰기




Volumn 31, Issue 1, 2007, Pages 1-22

A numerical model for flexible pavements rut depth evolution with time

Author keywords

Elastic shakedown; Elastoplasticity; Plastic shakedown; Repeated load triaxial tests

Indexed keywords

ELASTOPLASTICITY; FINITE ELEMENT METHOD; FLEXIBLE STRUCTURES; GRANULAR MATERIALS; MATHEMATICAL MODELS;

EID: 33846406934     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.521     Document Type: Article
Times cited : (27)

References (24)
  • 1
    • 85040875608 scopus 로고
    • Cambridge University Press: Cambridge
    • Johnson KL. Contact Mechanics. Cambridge University Press: Cambridge, 1985.
    • (1985) Contact Mechanics
    • Johnson, K.L.1
  • 2
    • 0018985012 scopus 로고
    • Direct analysis of elastic plastic structures with overlay materials during cyclic loading
    • Zarka J. Direct analysis of elastic plastic structures with overlay materials during cyclic loading. International Journal for Numerical Methods in Engineering 1980; 15:225-245.
    • (1980) International Journal for Numerical Methods in Engineering , vol.15 , pp. 225-245
    • Zarka, J.1
  • 5
    • 28344454507 scopus 로고    scopus 로고
    • Direct methods of limit and shakedown analysis
    • In Chapter 12, de Borst R, Mang HA (eds). Elsevier, Pergamon: Amsterdam
    • Maier G, Pastor J, Ponter ARS, Weichert D. Direct methods of limit and shakedown analysis. In Numerical and Computational Methods, Chapter 12, vol. 3, de Borst R, Mang HA (eds). Elsevier, Pergamon: Amsterdam, 2003.
    • (2003) Numerical and Computational Methods , vol.3
    • Maier, G.1    Pastor, J.2    Ponter, A.R.S.3    Weichert, D.4
  • 7
    • 0004985043 scopus 로고
    • Elastic plastic response of structure to cyclic loading: Practical rules
    • Nemat-Nasser (ed.). Pergamon Press: Oxford
    • Zarka J, Casier J. Elastic plastic response of structure to cyclic loading: practical rules. Mechanics Today, vol. 6, Nemat-Nasser (ed.). Pergamon Press: Oxford, 1979; 93-198.
    • (1979) Mechanics Today , vol.6 , pp. 93-198
    • Zarka, J.1    Casier, J.2
  • 8
    • 0038239378 scopus 로고    scopus 로고
    • Nouvelle approche pour l'étude des déformations permanentes des graves non traitées à l'appareil triaxial à chargement répétés
    • Gidel G, Hornych P, Chauvin J-J, Breysse D, Denis A. Nouvelle approche pour l'étude des déformations permanentes des graves non traitées à l'appareil triaxial à chargement répétés. Bulletin de liaison des Laboratoire des Ponts et Chaussées 2001; 23(3):5-22.
    • (2001) Bulletin De Liaison Des Laboratoire Des Ponts Et Chaussées , vol.23 , Issue.3 , pp. 5-22
    • Gidel, G.1    Hornych, P.2    Chauvin, J.-J.3    Breysse, D.4    Denis, A.5
  • 11
  • 12
    • 0027568849 scopus 로고
    • Etude des déformations permanentes sous chargements répétés de 3 graves non traitées
    • Hornych P, Corté JF, Paute JL. Etude des déformations permanentes sous chargements répétés de 3 graves non traitées. Bulletin de Liaison des LPC 1993; 184:45-55.
    • (1993) Bulletin De Liaison Des LPC , vol.184 , pp. 45-55
    • Hornych, P.1    Corté, J.F.2    Paute, J.L.3
  • 13
    • 0037490967 scopus 로고    scopus 로고
    • A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading
    • Abdelkrim M, De Buhan P, Bonnet G. A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading. Computers and Geotechnics 2003; (30):463-476.
    • (2003) Computers and Geotechnics , vol.30 , pp. 463-476
    • Abdelkrim, M.1    De Buhan, P.2    Bonnet, G.3
  • 15
    • 18444417559 scopus 로고    scopus 로고
    • Mechanistic pavement analysis and design using unified material and computer models
    • Amsterdam, The Netherlands
    • Desai CS. Mechanistic pavement analysis and design using unified material and computer models. Third International Symposium on 3D Finite Elements for Pavement Analysis, Amsterdam, The Netherlands, 2002; 1-63.
    • (2002) Third International Symposium on 3D Finite Elements for Pavement Analysis , pp. 1-63
    • Desai, C.S.1
  • 16
    • 85080841179 scopus 로고    scopus 로고
    • An elastoplastic model for the long term behaviour modelling of unbound granular materials in flexible pavements
    • (ASCE) accepted
    • Chazallon C, Hornych P, Mouhoubi S. An elastoplastic model for the long term behaviour modelling of unbound granular materials in flexible pavements. International Journal of Geomechanics (ASCE), accepted.
    • International Journal of Geomechanics
    • Chazallon, C.1    Hornych, P.2    Mouhoubi, S.3
  • 18
    • 18444393545 scopus 로고    scopus 로고
    • Comportement mécanique des milieux granulaires sous sollicitations cycliques: Application aux fondations des chaussées souples
    • Thèse de Doctorat, Ecole Polytechnique Fédérale de Lausanne
    • Mayoraz F. Comportement mécanique des milieux granulaires sous sollicitations cycliques: application aux fondations des chaussées souples. Thèse de Doctorat, Ecole Polytechnique Fédérale de Lausanne, 2002.
    • (2002)
    • Mayoraz, F.1
  • 20
    • 18444385213 scopus 로고
    • Rafle par un convexe variable
    • Université de Montpellier, June
    • Moreau JJ. Rafle par un convexe variable. Séminaire unilatérale, Université de Montpellier, June 1971.
    • (1971) Séminaire Unilatérale
    • Moreau, J.J.1
  • 22
    • 15744391129 scopus 로고
    • Prediction of the resilient response of pavement containing granular layers using nonlinear elastic theory
    • Hicks RG, Monismith CL. Prediction of the resilient response of pavement containing granular layers using nonlinear elastic theory. International Conference on Asphalt Pavement 1972; 1:410-429.
    • (1972) International Conference on Asphalt Pavement , vol.1 , pp. 410-429
    • Hicks, R.G.1    Monismith, C.L.2
  • 23
    • 33846452476 scopus 로고    scopus 로고
    • CAST3M, see web site CAST3M is a research FEM environment; its development is sponsored by the French Atomic Energy Commission
    • CAST3M, see web site http://www-cast3m.cea.fr/cast3m. CAST3M is a research FEM environment; its development is sponsored by the French Atomic Energy Commission, 2004.
    • (2004)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.