메뉴 건너뛰기




Volumn 20, Issue 9, 2006, Pages 790-800

Permanent deformation models for a granular material used in road pavements

Author keywords

Granular material; Models; Permanent deformation; Rutting

Indexed keywords

BUILDING MATERIALS; CYCLIC LOADS; DEFORMATION; MODEL STRUCTURES; PAVEMENTS; ROAD CONSTRUCTION; STRAIN; STRESS ANALYSIS;

EID: 33747077235     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2005.01.050     Document Type: Article
Times cited : (60)

References (14)
  • 1
    • 33747073748 scopus 로고    scopus 로고
    • Ministerio de Fomento. Anexo actualización PG-3. Capas estructurales de firmes. Anexo del pliego de prescripciones técnicas generales para obras de carreteras y puentes. In: Bustos G, editor. PG-3 Anexo de actualización. Ediciones Liteam; 2002. p. 1-15.
  • 2
    • 33747040206 scopus 로고    scopus 로고
    • Ministerio de Fomento. Secciones de firme de la instrucción de carreteras. In: Bustos G, editor. 6.1-IC Texto Oficial. Madrid: Ediciones Liteam; 2002. p. 1-22.
  • 3
    • 33747053325 scopus 로고    scopus 로고
    • Medina L, Pérez I, Crespo R. Comprobación estructural de las secciones de firme de la instrucción de Carreteras 6.1 y 6.2 IC. Revista de Obras Públicas 2002; 3457: 35-52.
  • 4
    • 33747073749 scopus 로고    scopus 로고
    • Sweere GTH. Unbound granular bases for roads. PhD Thesis, University of Delft; 1990.
  • 5
    • 0028669588 scopus 로고
    • Incorporating elasto-plasticity in granular layer pavement design
    • Wolff H., and Visser A.T. Incorporating elasto-plasticity in granular layer pavement design. Proc Inst Civil Eng Transp 105 (1994) 259-272
    • (1994) Proc Inst Civil Eng Transp , vol.105 , pp. 259-272
    • Wolff, H.1    Visser, A.T.2
  • 8
    • 33747072822 scopus 로고    scopus 로고
    • Lekarp F. Permanent deformation behaviour of unbound granular materials. Licentiate Thesis. Department of Infrastructure and Planning, Royal Institution of Technology, Stockholm; 1997.
  • 9
    • 0032002391 scopus 로고    scopus 로고
    • Modelling permanent deformation behaviour of unbound granular materials
    • Lekarp F., and Dawson A. Modelling permanent deformation behaviour of unbound granular materials. Constr Building Mater 12 (1998) 9-18
    • (1998) Constr Building Mater , vol.12 , pp. 9-18
    • Lekarp, F.1    Dawson, A.2
  • 10
    • 0035665867 scopus 로고    scopus 로고
    • Permanent deformation behaviour of granular materials and the shakedown concept
    • Werkmeister S., Dawson A., and Wellner F. Permanent deformation behaviour of granular materials and the shakedown concept. Transp Res Record 1757 (2003) 75-81
    • (2003) Transp Res Record , vol.1757 , pp. 75-81
    • Werkmeister, S.1    Dawson, A.2    Wellner, F.3
  • 11
    • 33747058201 scopus 로고    scopus 로고
    • Crespo R, Sánchez C. Justificación tensional de las secciones estructurales propuestas en el catálogo de firmes de autovi{dotless}́as. Convenio de colaboración entre la Dirección General de Carreteras y el Centro de Estudios de Experimentación de Obras Públicas (CEDEX) para la revisión de las Normas 6.1-I.C., 6.2-I.C. y 6.3-I.C. CEDEX. Centro de Estudios de Carreteras; 1986.
  • 12
    • 33747046584 scopus 로고    scopus 로고
    • Powell WD, Potter JF, Mayhew HC, Nunn ME. The structural design of Bituminous Roads. Laboratory Report 1132, Transport and Road Research Laboratory, Department of Transport; 1984.
  • 13
    • 33747065187 scopus 로고    scopus 로고
    • Kannemeyer L. Modelling road deterioration and maintenance effects in HDM-4. Chapter 5 Rutting of Paved Surfaces. ISOHDM. RETA 5549-REG Highway Development and Management Research. Final Report. Prepared for Asian Development Bank; 1995. p.18-9.
  • 14
    • 33747035244 scopus 로고    scopus 로고
    • Deacon JA, Harvey JT, Guada I, Popescu L, Monismith CL. An analytical-based approach to rutting prediction. Annual meeting of the Transportation Research Board (TRB), Washington, DC, USA; 2002.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.