Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Alvin S.T. Wong"'
Publikováno v:
Road Materials and Pavement Design. 19:1164-1191
Open-graded friction course (OGFC) is a commonly used highway pavement material. The relatively low strength and low stiffness of OGFC create a concern on its interfacial bond and shear strength with the underlying dense-graded asphalt concrete (AC).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2912c4c707e8e2d44b39d26f1b57bde3
https://doi.org/10.1080/14680629.2017.1303392
https://doi.org/10.1080/14680629.2017.1303392
Publikováno v:
Construction and Building Materials. 68:172-182
Understanding asphalt binder aging in long-life hot-mix asphalt (HMA) pavements is critically important for rational pavement design and construction practice. Using binder test data obtained at various times from a heavily trafficked 36-year-old HMA
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c207a6258b91368333e7347d0c7681cf
https://doi.org/10.1016/j.conbuildmat.2014.05.091
https://doi.org/10.1016/j.conbuildmat.2014.05.091
Publikováno v:
Journal of Performance of Constructed Facilities. 30
A 36-year-old, heavily trafficked highway asphalt pavement was analyzed in detail. The variation in structural capacity was assessed by a falling-weight deflectometer (FWD). Trenches were cut to examine the distresses in the pavement structure. Sampl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5aff7e9e905a762339c44868ea814d69
https://doi.org/10.1061/(asce)cf.1943-5509.0000836
https://doi.org/10.1061/(asce)cf.1943-5509.0000836
Publikováno v:
Journal of Construction Engineering and Management. 140
In hot-mix asphalt (HMA) pavement construction, newly placed pavement must be sufficiently cooled before it can be opened to traffic. Estimation of the time required for pavement to reach a desired temperature level is necessary for highway agencies
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::199d45cebbdf0203efd1ebf763c06fc1
https://doi.org/10.1061/(asce)co.1943-7862.0000832
https://doi.org/10.1061/(asce)co.1943-7862.0000832