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 |
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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 |