Theyse, HLDe Beer, MorrisRust, FC2007-11-162007-11-161996Theyse, H.L., De Beer, M. and Rust, F.C.1996. Overview of the South African mechanistic pavement design analysis method. Transportation Research Record, Vol 1539, pp 6-170361-1981http://hdl.handle.net/10204/1646Copyright: 1996 Transportation Research BoardA historical overview of the South African mechanistic pavement design method, from its development in the early 1970s to the present, is presented. Material characterization, structural analysis, and pavement life prediction are discussed, and stiffness values are suggested for a range of materials in the absence of measured values. The modes of failure for these material types include the fatigue of asphalt material, deformation of granular material, crushing and effective fatigue of lightly cemented material, and deformation of selected and subgrade material. The critical parameters and transfer functions for these material types and modes of failure are discussed and included in the pavement life prediction process.enSouth African mechanistic design methodTransfer functionsFailure criteriaCemented materialsGranular materialsSubgradesArticleTheyse, H., De Beer, M., & Rust, F. (1996). Overview of the South African mechanistic pavement design analysis method. http://hdl.handle.net/10204/1646Theyse, HL, Morris De Beer, and FC Rust "Overview of the South African mechanistic pavement design analysis method." (1996) http://hdl.handle.net/10204/1646Theyse H, De Beer M, Rust F. Overview of the South African mechanistic pavement design analysis method. 1996; http://hdl.handle.net/10204/1646.TY - Article AU - Theyse, HL AU - De Beer, Morris AU - Rust, FC AB - A historical overview of the South African mechanistic pavement design method, from its development in the early 1970s to the present, is presented. Material characterization, structural analysis, and pavement life prediction are discussed, and stiffness values are suggested for a range of materials in the absence of measured values. The modes of failure for these material types include the fatigue of asphalt material, deformation of granular material, crushing and effective fatigue of lightly cemented material, and deformation of selected and subgrade material. The critical parameters and transfer functions for these material types and modes of failure are discussed and included in the pavement life prediction process. DA - 1996 DB - ResearchSpace DP - CSIR KW - South African mechanistic design method KW - Transfer functions KW - Failure criteria KW - Cemented materials KW - Granular materials KW - Subgrades LK - https://researchspace.csir.co.za PY - 1996 SM - 0361-1981 T1 - Overview of the South African mechanistic pavement design analysis method TI - Overview of the South African mechanistic pavement design analysis method UR - http://hdl.handle.net/10204/1646 ER -