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Volumn 126, Issue 8, 2000, Pages 821-830

Analysis and Implementation of Resilient Modulus Models for Granular Solids

Author keywords

[No Author keywords available]

Indexed keywords

CONSTITUTIVE EQUATIONS; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; PAVEMENTS; THREE DIMENSIONAL COMPUTER GRAPHICS; ALGORITHMS; DYNAMIC RESPONSE; GRANULAR MATERIALS; MATHEMATICAL MODELS;

EID: 0034249261     PISSN: 07339399     EISSN: 19437889     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2000)126:8(821)     Document Type: Article
Times cited : (32)

References (18)
  • 1
    • 85156214058 scopus 로고
    • ABAQUS. Standard user's manual, version 5.4
    • ABAQUS. Standard user's manual, version 5.4. (1994). Vol. 1, Hibbett
    • (1994) Hibbett , vol.1
  • 3
    • 0018912758 scopus 로고
    • A nonlinear model for the elastic behavior of granular materials under repeated loading
    • Swansea
    • Boyce, J. R. (1980). "A nonlinear model for the elastic behavior of granular materials under repeated loading." Proc., Int. Symp. on Soils under Cyclic and Transient Loading, Swansea.
    • (1980) Proc., Int. Symp. on Soils under Cyclic and Transient Loading
    • Boyce, J.R.1
  • 5
    • 0012775482 scopus 로고
    • Federal Aviation Administration (FAA) Advisory Circular (AC) No: 150/ 5320-16, U.S. Department of Transportation Washington, D.C
    • Federal Aviation Administration (FAA). (1995). "Airport pavement design for the Boeing 777 airplane." Advisory Circular (AC) No: 150/ 5320-16, U.S. Department of Transportation, Washington, D.C.
    • (1995) Airport pavement design for the Boeing 777 airplane
  • 10
    • 0031374264 scopus 로고    scopus 로고
    • A coupled hyperelastic constitutive model for resilient response of granular materials
    • Proc., ASCE 1997 Airfield Pavement Conf., F. V. Hermann, ed., ASCE, New York
    • Hjelmstad, K. D., and Taciroglu, E. (1997). "A coupled hyperelastic constitutive model for resilient response of granular materials." Aircraft/ Pavement Technol.: In the Midst of Change, Proc., ASCE 1997 Airfield Pavement Conf., F. V. Hermann, ed., ASCE, New York, 178-189.
    • (1997) Aircraft/ Pavement Technol.: In the Midst of Change , pp. 178-189
    • Hjelmstad, K.D.1    Taciroglu, E.2
  • 11
    • 0031351673 scopus 로고    scopus 로고
    • Finite element procedures for three dimensional pavement analysis
    • Proc., ASCE 1997 Airfield Pavement Conf., F. V. Hermann, ed., ASCE, New York
    • Hjelmstad, K. D., Kim, J., and Zuo, Q. H. (1997). "Finite element procedures for three dimensional pavement analysis." Aircraft/Pavement Technol.: In the Midst of Change, Proc., ASCE 1997 Airfield Pavement Conf., F. V. Hermann, ed., ASCE, New York, 125-137.
    • (1997) Aircraft/Pavement Technol.: In the Midst of Change , pp. 125-137
    • Hjelmstad, K.D.1    Kim, J.2    Zuo, Q.H.3
  • 14
    • 0018912952 scopus 로고
    • Load response of transportation support systems
    • Raad, L., and Figueroa, J. L. (1980). "Load response of transportation support systems." Transp. Engrg. J., ASCE, 106(1), 111-128.
    • (1980) Transp. Engrg. J., ASCE , vol.106 , Issue.1 , pp. 111-128
    • Raad, L.1    Figueroa, J.L.2
  • 18
    • 0012988821 scopus 로고
    • Rep. I of V: Granular Material Characterization, Dept. of Civ. Engrg., University of Maryland, College Park, Md
    • Witczak, M. W., and Uzan, J. (1988). "The universal airport pavement design system."Rep. I of V: Granular Material Characterization, Dept. of Civ. Engrg., University of Maryland, College Park, Md.
    • (1988) The universal airport pavement design system
    • Witczak, M.W.1    Uzan, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.