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Subgrade design models

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dc.contributor.author Theyse, HL
dc.date.accessioned 2009-01-30T09:30:27Z
dc.date.available 2009-01-30T09:30:27Z
dc.date.issued 2002-02
dc.identifier.citation Theyse, HL. 2002. Subgrade design models. STEP Report, STEP-TIJ68, pp 2 en
dc.identifier.uri http://hdl.handle.net/10204/2945
dc.description.abstract Masters Degree Thesis: HL Theyse - The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data. The work was aimed at improving the accuracy of one of the components of a flexible pavement design procedure commonly used in South Africa, namely the South African Mechanistic-Empirical Design Method (SAMDM). This was achieved through the development of a new design approach and permanent deformation model for the pavement subgrade. The new distress model for the pavement subgrade was developed from a comprehensive Accelerated Pavement Testing (APT) database on subgrade behaviour and permanent deformation that was generated by a fleet of Heavy Vehicle Simulators (HVSs) over 20 years of testing in South Africa. en
dc.language.iso en en
dc.publisher CSIR en
dc.subject Mechanistic empirical pavement design en
dc.subject Permanent subgrade deformation en
dc.subject Subgrade vertical strain en
dc.subject Subgrade elastic deflection en
dc.subject Subgrade bearing capacity en
dc.title Subgrade design models en
dc.type Report en
dc.identifier.apacitation Theyse, H. (2002). <i>Subgrade design models</i> CSIR. Retrieved from http://hdl.handle.net/10204/2945 en_ZA
dc.identifier.chicagocitation Theyse, HL <i>Subgrade design models.</i> CSIR, 2002. http://hdl.handle.net/10204/2945 en_ZA
dc.identifier.vancouvercitation Theyse H. Subgrade design models. 2002 [cited yyyy month dd]. Available from: http://hdl.handle.net/10204/2945 en_ZA
dc.identifier.ris TY - Report AU - Theyse, HL AB - Masters Degree Thesis: HL Theyse - The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data. The work was aimed at improving the accuracy of one of the components of a flexible pavement design procedure commonly used in South Africa, namely the South African Mechanistic-Empirical Design Method (SAMDM). This was achieved through the development of a new design approach and permanent deformation model for the pavement subgrade. The new distress model for the pavement subgrade was developed from a comprehensive Accelerated Pavement Testing (APT) database on subgrade behaviour and permanent deformation that was generated by a fleet of Heavy Vehicle Simulators (HVSs) over 20 years of testing in South Africa. DA - 2002-02 DB - ResearchSpace DP - CSIR KW - Mechanistic empirical pavement design KW - Permanent subgrade deformation KW - Subgrade vertical strain KW - Subgrade elastic deflection KW - Subgrade bearing capacity LK - https://researchspace.csir.co.za PY - 2002 T1 - Subgrade design models TI - Subgrade design models UR - http://hdl.handle.net/10204/2945 ER - en_ZA


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