Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Alex Gotlif"'
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:
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:
International Journal of Pavement Engineering. 13:209-215
Dowel bars are used at transverse joints in concrete pavements to provide load transfer, reduce faulting and improve joint performance. However, a misaligned dowel may adversely affect the performance of a joint and cause distresses in the pavement.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd66eec4802f054b3c2e8ea4ad426287
https://doi.org/10.1080/10298436.2011.596936
https://doi.org/10.1080/10298436.2011.596936
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2305:14-23
Modifications made to the Mechanistic–Empirical Pavement Design Guide (MEPDG) to accommodate the design of a newly constructed composite pavement system featuring a thin portland cement concrete (PCC) layer placed over another PCC layer (PCC–PCC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf7d015c1686e6eb5bd54d0b1dced1e0
https://doi.org/10.3141/2305-02
https://doi.org/10.3141/2305-02
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2095:34-42
Transverse joints are introduced in portland cement concrete pavements to allow for expansion and contraction due to temperature and moisture variation in the concrete layer. With the use of dowels, the ability of the concrete to expand and contract
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b191fa53a7ed2da3e92bdfd299975152
https://doi.org/10.3141/2095-04
https://doi.org/10.3141/2095-04
Publikováno v:
International Journal of Pavement Engineering. 7:323-329
An existing finite element program—ISLAB2000—was modified to allow for the analysis of horizontally restrained and unrestrained portland cement concrete (PCC) pavement slabs with partial depth cracks. To simulate a partial-depth crack, special li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e81517c92c5c501a45c1a49157d45b5c
https://doi.org/10.1080/10298430600800287
https://doi.org/10.1080/10298430600800287