dc.contributor.author |
Theyse, HL
|
|
dc.contributor.author |
Hoover, TP
|
|
dc.contributor.author |
Harvey, JT
|
|
dc.contributor.author |
Monismith, CL
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|
dc.contributor.author |
Coetzee, NF
|
|
dc.date.accessioned |
2007-08-27T08:08:01Z |
|
dc.date.available |
2007-08-27T08:08:01Z |
|
dc.date.issued |
2006-06 |
|
dc.identifier.citation |
Theyse, HL, et al. 2006. Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results. GeoShanghai 2006 Conference, Shangai, China, 6-8 Jun 2006, pp 8 |
en |
dc.identifier.uri |
http://hdl.handle.net/10204/1174
|
|
dc.description |
2006 GeoShanghai Conference |
en |
dc.description.abstract |
Although Accelerated Pavement Testing (APT) is often done with specific objectives, valuable pavement performance data is generated over the long-term that may be used to investigate pavement behaviour in general and calibrate mechanistic-empirical design models. This paper presents a study on subgrade permanent deformation based on the data generated from a series of Heavy Vehicle Simulator (HVS) tests done at the Richmond Field Station in California. The total subgrade deflection was found to be a better indicator of subgrade permanent deformation than the commonly accepted subgrade vertical strain. A mechanistic-empirical subgrade deformation model was also calibrated successfully for a range of subgrade permanent deformation levels from 1 to 21 mm. The subgrade permanent deformation was found to increase rapidly at subgrade deflection levels above 800 micron |
en |
dc.language.iso |
en |
en |
dc.subject |
HVS |
en |
dc.subject |
Subgrade permanent deformation |
en |
dc.subject |
Subgrade deflection |
en |
dc.subject |
ATP |
en |
dc.subject |
GeoShanghai 2006 Conference, 6-8 June 2006 |
en |
dc.title |
Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results |
en |
dc.type |
Conference Presentation |
en |
dc.identifier.apacitation |
Theyse, H., Hoover, T., Harvey, J., Monismith, C., & Coetzee, N. (2006). Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results. http://hdl.handle.net/10204/1174 |
en_ZA |
dc.identifier.chicagocitation |
Theyse, HL, TP Hoover, JT Harvey, CL Monismith, and NF Coetzee. "Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results." (2006): http://hdl.handle.net/10204/1174 |
en_ZA |
dc.identifier.vancouvercitation |
Theyse H, Hoover T, Harvey J, Monismith C, Coetzee N, Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results; 2006. http://hdl.handle.net/10204/1174 . |
en_ZA |
dc.identifier.ris |
TY - Conference Presentation
AU - Theyse, HL
AU - Hoover, TP
AU - Harvey, JT
AU - Monismith, CL
AU - Coetzee, NF
AB - Although Accelerated Pavement Testing (APT) is often done with specific objectives, valuable pavement performance data is generated over the long-term that may be used to investigate pavement behaviour in general and calibrate mechanistic-empirical design models. This paper presents a study on subgrade permanent deformation based on the data generated from a series of Heavy Vehicle Simulator (HVS) tests done at the Richmond Field Station in California. The total subgrade deflection was found to be a better indicator of subgrade permanent deformation than the commonly accepted subgrade vertical strain. A mechanistic-empirical subgrade deformation model was also calibrated successfully for a range of subgrade permanent deformation levels from 1 to 21 mm. The subgrade permanent deformation was found to increase rapidly at subgrade deflection levels above 800 micron
DA - 2006-06
DB - ResearchSpace
DP - CSIR
KW - HVS
KW - Subgrade permanent deformation
KW - Subgrade deflection
KW - ATP
KW - GeoShanghai 2006 Conference, 6-8 June 2006
LK - https://researchspace.csir.co.za
PY - 2006
T1 - Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results
TI - Mechanistic-empirical subgrade design model based on heavy vehicle simulator test results
UR - http://hdl.handle.net/10204/1174
ER -
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en_ZA |