Three-Dimensional Finite Element Analysis of Flexible Pavements Considering Nonlinear Pavement Foundation Behavior
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[1] Y. H. Huang,et al. Stresses and Displacements in Nonlinear Soil Media , 1968 .
[2] Erol Tutumluer,et al. GRANULAR BASE MODULI FOR MECHANISTIC PAVEMENT DESIGN. , 1997 .
[3] Erol Tutumluer,et al. Analysis of NAPTF Trafficking Response Data for Pavement Foundation Deformation Behavior , 2007 .
[4] Charles W. Schwartz. Effect of Stress‐Dependent Base Layer on the Superposition of Flexible Pavement Solutions , 2002 .
[5] Ulf Isacsson,et al. State of the Art. I: Resilient Response of Unbound Aggregates , 2000 .
[6] Lutfi Raad,et al. LOAD RESPONSE OF TRANSPORTATION SUPPORT SYSTEMS , 1980 .
[7] Keith Hjelmstad,et al. ANALYSIS AND IMPLEMENTATION OF RESILIENT MODULUS MODELS FOR GRANULAR SOLIDS , 2000 .
[8] S. C. Loach,et al. Repeated loading of fine grained soils for pavement design , 1987 .
[9] R. H. Ledbetter,et al. THE BEHAVIOR OF FLEXIBLE AIRFIELD PAVEMENTS UNDER LOADS-THEORY AND EXPERIMENTS , 1973 .
[10] J. Wang. Three-Dimensional Finite Element Analysis of Flexible Pavements , 2001 .
[11] W. Heukelom,et al. Dynamic Testing of Pavements , 1962 .
[12] J W Pappin. Characteristics of a granular material for pavement analysis , 1979 .