Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Mark J. Sharrock"'
Autor:
Geoffrey M. Rowe, Mark J. Sharrock
Publikováno v:
Proceedings of 6th Eurasphalt & Eurobitume Congress.
Autor:
Mark J. Sharrock, Geoffrey M. Rowe
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2207:125-135
Traditionally, various forms of shift factors such as Arrhenius, Williams–Landel–Ferry (WLF), and polynomials have been used with asphalt materials. Shift factors have also been estimated with binder viscosity parameters. Successful extrapolation
Publikováno v:
Road Materials and Pavement Design. 10:189-210
Publikováno v:
Road Materials and Pavement Design. 10:189-210
The dynamic complex stiffness modulus (E*) master curves for both binder and mixture have been analyzed in detail for the material laid on the Binzhou perpetual pavement project constructed in 2005. Using finite element software an assessment has bee
Publikováno v:
RILEM Bookseries ISBN: 9789402408669
The contribution of an asphalt binder to the cracking performance of a mixture is strongly influenced by information relating to the relaxation properties and stiffness. In the 1980s considerable interest existed in the relationship between the relax
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ecfad7b0e66d2a542e0266452b44eea
https://doi.org/10.1007/978-94-024-0867-6_1
https://doi.org/10.1007/978-94-024-0867-6_1
Autor:
Nishantha Bandara, Geoffrey M. Rowe, Chamil H. Hettiarachchi, Mark J. Sharrock, Jay N. Meegoda, Andris A. Jumikis
Publikováno v:
Journal of Construction Engineering and Management. 130:924-934
This paper describes the research funded by the New Jersey Department of Transportation to develop an automated technology to monitor segregation during construction of hot-mix asphalt concrete pavements. A Laser-based system was used to measure surf
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1896:77-87
The primary objective of this work was to investigate which of several fatigue-transfer functions predict the failure of mixtures and expected fatigue life most accurately. A second objective was to study existing fatigue models and how they relate t
Publikováno v:
Applications of Advanced Technologies in Transportation (2002).