메뉴 건너뛰기




Volumn 24, Issue 3, 2010, Pages 340-345

Rutting prediction of a granular material for base layers of low-traffic roads

Author keywords

Granular material; Low traffic road; Models; Permanent deformation; Rutting

Indexed keywords

BASE LAYERS; LOAD CYCLE; NEW MODEL; PERMANENT DEFORMATION PERFORMANCE; PERMANENT DEFORMATIONS; PERMANENT STRAIN; REPEATED TRIAXIAL; ROAD MODELS; SHAKEDOWN THEORY; STRUCTURAL RESPONSE; THREE MODELS; UNBOUND GRANULAR MATERIAL;

EID: 73449138208     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2009.08.028     Document Type: Article
Times cited : (32)

References (16)
  • 1
    • 33747077235 scopus 로고    scopus 로고
    • Permanent deformation models for a granular material used in road pavements
    • Pérez I., Medina L., and Romana M.G. Permanent deformation models for a granular material used in road pavements. Construct Build Mater 20 (2006) 790-800
    • (2006) Construct Build Mater , vol.20 , pp. 790-800
    • Pérez, I.1    Medina, L.2    Romana, M.G.3
  • 2
    • 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. Transport Res Record 1757 (2001) 75-81
    • (2001) Transport Res Record , vol.1757 , pp. 75-81
    • Werkmeister, S.1    Dawson, A.2    Wellner, F.3
  • 3
    • 4344709367 scopus 로고    scopus 로고
    • Pavement design model for unbound granular materials
    • Werkmeister S., Dawson A., and Wellner F. Pavement design model for unbound granular materials. J Transport Eng 130 (2004) 665-674
    • (2004) J Transport Eng , vol.130 , pp. 665-674
    • Werkmeister, S.1    Dawson, A.2    Wellner, F.3
  • 6
    • 3743068602 scopus 로고    scopus 로고
    • Mechanistic-empirical modelling of the permanent deformation of unbound pavement layers
    • seattle. USA;
    • Theyse HL. Mechanistic-empirical modelling of the permanent deformation of unbound pavement layers. In: ISAP 8th international conference on asphalt pavement seattle. USA; 1997.
    • (1997) ISAP 8th international conference on asphalt pavement
    • Theyse, H.L.1
  • 8
    • 0036979718 scopus 로고    scopus 로고
    • Tertiary flow characteristics of asphalt mixtures
    • Kaloush K., and Witczak M.W. Tertiary flow characteristics of asphalt mixtures. J Asphalt Paving Technol 71 (2002) 248-280
    • (2002) J Asphalt Paving Technol , vol.71 , pp. 248-280
    • Kaloush, K.1    Witczak, M.W.2
  • 9
    • 73449141503 scopus 로고    scopus 로고
    • Huurman M. Rut development in concrete block pavements due to permanent strain in the substructure. In: First international conference on concrete block paving, 96. Pave Israel; 1996. p. 293-303.
    • Huurman M. Rut development in concrete block pavements due to permanent strain in the substructure. In: First international conference on concrete block paving, vol. 96. Pave Israel; 1996. p. 293-303.
  • 11
    • 33744811246 scopus 로고    scopus 로고
    • PhD thesis, University Of Nottingham, England, UK;
    • Arnold G. Rutting of granular pavement. PhD thesis, University Of Nottingham, England, UK; 2004.
    • (2004) Rutting of granular pavement
    • Arnold, G.1
  • 12
    • 4444384375 scopus 로고    scopus 로고
    • The development of mechanistic-empirical permanent deformation design models for unbound pavement materials from laboratory accelerated pavement data
    • Nottingham, UK;
    • Theyse HL. The development of mechanistic-empirical permanent deformation design models for unbound pavement materials from laboratory accelerated pavement data. In: Proceedings of the fifth international symposium on unbound aggregates in road, UNBAR 5, Nottingham, UK; 2000. p. 285-93.
    • (2000) Proceedings of the fifth international symposium on unbound aggregates in road, UNBAR , vol.5 , pp. 285-293
    • Theyse, H.L.1
  • 14
    • 73449118630 scopus 로고    scopus 로고
    • Ministerio de Fomento. Anexo actualización 3. Capas estructurales de firmes. Anexo del pliego de prescripciones técnicas generales para obras de carreteras y puentes. In: Bustos G, editor. 3 Anexo de actualización. Ediciones Liteam; 2002. p. 1-15.
    • 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.
  • 15
    • 73449119304 scopus 로고    scopus 로고
    • Ministerio de Fomento, editor. 6.1-IC Texto Oficial. Madrid: Ediciones
    • 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.
    • (2002) Secciones de firme de la instrucción de carreteras , pp. 1-22
  • 16
    • 0000169232 scopus 로고
    • An algorithm for least-squares estimation of nonlinear parameters
    • Marquardt D.W. An algorithm for least-squares estimation of nonlinear parameters. J Soc Ind Appl Math 11 (1963) 431-441
    • (1963) J Soc Ind Appl Math , vol.11 , pp. 431-441
    • Marquardt, D.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.