Zobrazeno 1 - 10
of 96
pro vyhledávání: '"Michael I. Darter"'
Publikováno v:
Airfield and Highway Pavements 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59e65ba0ca51a65906ba0cb988841d89
https://doi.org/10.1061/9780784483503.003
https://doi.org/10.1061/9780784483503.003
Publikováno v:
Airfield and Highway Pavements 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1a160fdd4f060feb9d0bad260d48972
https://doi.org/10.1061/9780784483503.004
https://doi.org/10.1061/9780784483503.004
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2641:12-20
This paper describes the implementation of the bonded concrete overlay of asphalt pavement mechanistic–empirical (BCOA-ME) design procedure, developed by the University of Pittsburgh, into the AASHTOWare Pavement ME Design software. The BCOA-ME pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9465215eee64bb7be60b87a8685ecf46
https://doi.org/10.3141/2641-02
https://doi.org/10.3141/2641-02
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 145:04019018
This paper describes the impact of joint spacing or panel size on the performance and relative cost of short jointed bonded concrete overlay of asphalt (SJPCP) pavement using the AASHTO Pav...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf822740bf568497a1ef3ca0de8581c4
https://doi.org/10.1061/jpeodx.0000110
https://doi.org/10.1061/jpeodx.0000110
Autor:
Michael I Darter, Chetana Rao
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2367:132-141
The punchout prediction model for continuously reinforced concrete pavements (CRCP) from the Mechanistic–Empirical Pavement Design Guide, along with improvements to the procedure made since the software program was released in 2004 as a product of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9cdbb1beda4b34212063031d4d1b71d
https://doi.org/10.3141/2367-14
https://doi.org/10.3141/2367-14
Autor:
Alex Gotlif, Biplab B. Bhattacharya, Jagannath Mallela, Leslie Titus-Glover, Michael I Darter
Publikováno v:
International Conference on Transportation and Development 2016.
Enhancements to the jointed plain concrete pavement (JPCP) transverse fatigue cracking model and the transverse joint faulting model in the AASHTOWare Pavement Mechanistic-Empirical (ME) Design software based on corrected concrete coefficient of ther
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f979da5e5ecbbb66899606a7f858cf16
https://doi.org/10.1061/9780784479926.105
https://doi.org/10.1061/9780784479926.105
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2098:75-85
Several recent efforts in U.S. pavement research deal with creating sustainable technologies and designs that use composite pavements, that is, pavements with heterogeneous asphalt, concrete layers, or both, resulting from new construction. Although
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d41a844b69bdcf1f66975133dc10c80
https://doi.org/10.3141/2098-08
https://doi.org/10.3141/2098-08
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1919:29-37
The Portland Cement Association (PCA) pavement thickness design method for jointed concrete pavements is mechanistically based and consists of both fatigue and erosion analyses. It determines the minimum slab thickness required for a given set of sit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::58a1c4d0cfbc7a5ddd6732b9cb5bdb61
https://doi.org/10.3141/1919-04
https://doi.org/10.3141/1919-04
Autor:
Kelly L. Smith, Leslie Titus-Glover, Michael I. Darter, Harold Von Quintus, Richard Stubstad, Larry Scofield
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1933:83-93
The Arizona Department of Transportation (ADOT) has traditionally employed continuous pavement preservation as part of an overall design strategy to maintain the highest levels of service for highway users. Concerned about the effects of continual we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4dc62131c3bc52d80a487ab47540a83e
https://doi.org/10.1177/0361198105193300110
https://doi.org/10.1177/0361198105193300110
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1919:38-46
The coefficient of thermal expansion (CTE) is a fundamental property of concrete. It has long been known to have an effect on joint opening and closing in jointed plain concrete pavement, crack formation and opening and closing in continuously reinfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3986844b175783ca21bb05990ca460e1
https://doi.org/10.1177/0361198105191900105
https://doi.org/10.1177/0361198105191900105