ResearchSpace

Evaluation of precast concrete slabs using a heavy vehicle simulator

Show simple item record

dc.contributor.author Kohler, E
dc.contributor.author Harvey, JT
dc.contributor.author Du Plessis, L
dc.contributor.author Theyse, HL
dc.date.accessioned 2008-10-24T07:46:51Z
dc.date.available 2008-10-24T07:46:51Z
dc.date.issued 2008-10
dc.identifier.citation Kohler, E, Harvey, JT, Du Plessis, L and Theyse, HL. 2008. Evaluation of precast concrete slabs using a heavy vehicle simulator. Accelerated Pavement Testing (APT) 2008, Third International Conference, Madrid, Spain, 1-3 October 2008, pp 15 en
dc.identifier.isbn 163-08-062-2
dc.identifier.uri http://hdl.handle.net/10204/2499
dc.description Accelerated Pavement Testing (APT) Third International Conference, 2008 en
dc.description.abstract Precast slabs are considered an attractive pavement option for rehabilitation or reconstruction cases where traffic closures of less than eight hours are required. Benefits include long life expectancy of concrete cast in factory-controlled conditions and that fully cured precast slabs can potentially be open to traffic almost immediately upon installation, making them attractive for use on heavily travelled highways. This paper describes an accelerated pavement testing experiment conducted in California to evaluate precast concrete slabs through the use of a Heavy Vehicle Simulator. The experiment took place between June 2005 and September 2006, in a set of specially constructed precast slabs. Two sections were loaded in dry and wet conditions, one with load levels of up to 100 kN (using dual truck tires) and the other with load levels of up to 150kN (using an aircraft tire). The results obtained indicate that: 1). The evaluated system of precast slabs can be safely opened to traffic in the un-grouted condition, so that panels can be installed in consecutive nights rather than completing the entire installation at one time. 2) The life of this system of precast slabs, when used as detailed for this test, is estimated to be between 140 and 240 million ESALs, equivalent to 25 to 37 years of service, and 3). The failure mechanism was no different than that observed in cast-in-place jointed concrete pavements en
dc.language.iso en en
dc.subject HVS en
dc.subject Heavy vehicle simulator en
dc.subject APT en
dc.subject Accelerated pavement testing en
dc.subject Precast concrete slabs en
dc.title Evaluation of precast concrete slabs using a heavy vehicle simulator en
dc.type Conference Presentation en
dc.identifier.apacitation Kohler, E., Harvey, J., Du Plessis, L., & Theyse, H. (2008). Evaluation of precast concrete slabs using a heavy vehicle simulator. http://hdl.handle.net/10204/2499 en_ZA
dc.identifier.chicagocitation Kohler, E, JT Harvey, L Du Plessis, and HL Theyse. "Evaluation of precast concrete slabs using a heavy vehicle simulator." (2008): http://hdl.handle.net/10204/2499 en_ZA
dc.identifier.vancouvercitation Kohler E, Harvey J, Du Plessis L, Theyse H, Evaluation of precast concrete slabs using a heavy vehicle simulator; 2008. http://hdl.handle.net/10204/2499 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Kohler, E AU - Harvey, JT AU - Du Plessis, L AU - Theyse, HL AB - Precast slabs are considered an attractive pavement option for rehabilitation or reconstruction cases where traffic closures of less than eight hours are required. Benefits include long life expectancy of concrete cast in factory-controlled conditions and that fully cured precast slabs can potentially be open to traffic almost immediately upon installation, making them attractive for use on heavily travelled highways. This paper describes an accelerated pavement testing experiment conducted in California to evaluate precast concrete slabs through the use of a Heavy Vehicle Simulator. The experiment took place between June 2005 and September 2006, in a set of specially constructed precast slabs. Two sections were loaded in dry and wet conditions, one with load levels of up to 100 kN (using dual truck tires) and the other with load levels of up to 150kN (using an aircraft tire). The results obtained indicate that: 1). The evaluated system of precast slabs can be safely opened to traffic in the un-grouted condition, so that panels can be installed in consecutive nights rather than completing the entire installation at one time. 2) The life of this system of precast slabs, when used as detailed for this test, is estimated to be between 140 and 240 million ESALs, equivalent to 25 to 37 years of service, and 3). The failure mechanism was no different than that observed in cast-in-place jointed concrete pavements DA - 2008-10 DB - ResearchSpace DP - CSIR KW - HVS KW - Heavy vehicle simulator KW - APT KW - Accelerated pavement testing KW - Precast concrete slabs LK - https://researchspace.csir.co.za PY - 2008 SM - 163-08-062-2 T1 - Evaluation of precast concrete slabs using a heavy vehicle simulator TI - Evaluation of precast concrete slabs using a heavy vehicle simulator UR - http://hdl.handle.net/10204/2499 ER - en_ZA


Files in this item

This item appears in the following Collection(s)

Show simple item record