dc.contributor.author |
Anochie-Boateng, Joseph
|
|
dc.date.accessioned |
2011-11-17T10:39:07Z |
|
dc.date.available |
2011-11-17T10:39:07Z |
|
dc.date.issued |
2011-07 |
|
dc.identifier.citation |
Anochie-Boateng, J. 2011. Selection of pavement foundation geomaterials for the construction of a new runway. 15th African Regional Conference on Soil Mechanics and Geotechnical Engineering, Maputo, Mozambique, 18-21 July 2011 |
en_US |
dc.identifier.isbn |
978-1-60750-777-2 |
|
dc.identifier.isbn |
978-1-60750-778-9 |
|
dc.identifier.uri |
http://hdl.handle.net/10204/5297
|
|
dc.description |
15th African Regional Conference on Soil Mechanics and Geotechnical Engineering, Maputo, Mozambique, 18-21 July 2011 |
en_US |
dc.description.abstract |
The selection of foundation geomaterials including base/subbase unbound granular aggregate is critical for the design of flexible airfield pavements in the United States. These materials must meet the Federal Aviation Administration (FAA) selection criteria for airport pavement construction. A comprehensive testing study was conducted to select granular materials for the construction of a proposed runway North Carolina, United States. The objective was to evaluate granular materials and subgrade soils within the Greensboro area, to establish their pertinent engineering properties including strength and deformation parameters. This paper focused on three granular materials selected for the runway construction. The test results including grading, CBR, shear strength and resilient modulus indicated that all the three samples met the FAA selection criteria as base/subbase materials for the construction of the runway |
en_US |
dc.language.iso |
en |
en_US |
dc.relation.ispartofseries |
Workflow request;7430 |
|
dc.subject |
Resilient modulus |
en_US |
dc.subject |
Granular materials |
en_US |
dc.subject |
Pavements |
en_US |
dc.subject |
Geomaterials |
en_US |
dc.subject |
Paved runways |
en_US |
dc.subject |
Pavement foundation |
en_US |
dc.subject |
Soil mechanics |
en_US |
dc.subject |
Geotechnical engineering |
en_US |
dc.title |
Selection of pavement foundation geomaterials for the construction of a new runway |
en_US |
dc.type |
Conference Presentation |
en_US |
dc.identifier.apacitation |
Anochie-Boateng, J. (2011). Selection of pavement foundation geomaterials for the construction of a new runway. http://hdl.handle.net/10204/5297 |
en_ZA |
dc.identifier.chicagocitation |
Anochie-Boateng, Joseph. "Selection of pavement foundation geomaterials for the construction of a new runway." (2011): http://hdl.handle.net/10204/5297 |
en_ZA |
dc.identifier.vancouvercitation |
Anochie-Boateng J, Selection of pavement foundation geomaterials for the construction of a new runway; 2011. http://hdl.handle.net/10204/5297 . |
en_ZA |
dc.identifier.ris |
TY - Conference Presentation
AU - Anochie-Boateng, Joseph
AB - The selection of foundation geomaterials including base/subbase unbound granular aggregate is critical for the design of flexible airfield pavements in the United States. These materials must meet the Federal Aviation Administration (FAA) selection criteria for airport pavement construction. A comprehensive testing study was conducted to select granular materials for the construction of a proposed runway North Carolina, United States. The objective was to evaluate granular materials and subgrade soils within the Greensboro area, to establish their pertinent engineering properties including strength and deformation parameters. This paper focused on three granular materials selected for the runway construction. The test results including grading, CBR, shear strength and resilient modulus indicated that all the three samples met the FAA selection criteria as base/subbase materials for the construction of the runway
DA - 2011-07
DB - ResearchSpace
DP - CSIR
KW - Resilient modulus
KW - Granular materials
KW - Pavements
KW - Geomaterials
KW - Paved runways
KW - Pavement foundation
KW - Soil mechanics
KW - Geotechnical engineering
LK - https://researchspace.csir.co.za
PY - 2011
SM - 978-1-60750-777-2
SM - 978-1-60750-778-9
T1 - Selection of pavement foundation geomaterials for the construction of a new runway
TI - Selection of pavement foundation geomaterials for the construction of a new runway
UR - http://hdl.handle.net/10204/5297
ER -
|
en_ZA |