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pro vyhledávání: '"El Hussein H"'
Akademický článek
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Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2016:39-48
The effectiveness of an approach, based on the use of default resilient modulus (Mr) values in providing input to the Mechanistic–Empirical Pavement Design Guide (MEPDG) developed under the NCHRP 1–37A project, was evaluated. The process is inten
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1874:38-46
The current inclination toward establishing a mechanistic pavement analysis scheme to support rehabilitation design will require adopting mechanical materials properties. Mechanistic properties are needed for establishing the material-mechanics link,
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1536:140-145
A major maintenance problem of pavement is the reflection cracking of pavement overlays at the location of joints and cracks in the underlayers. Pavement reinforcement materials (PRM) are used to reinforce the asphalt concrete (AC) overlay to delay r
Autor:
El Hussein H. Mohamed
Publikováno v:
Journal of Materials in Civil Engineering. 5:497-509
This paper evaluates the existing adhesion theories and stripping mechanisms suggested in the literature. Factors contributing to the lack of success in predicting stripping susceptibility of asphalt concrete in the laboratory are also discussed. An
Publikováno v:
Construction and Building Materials. 7:149-156
Research work in the area of asphalt concrete stripping reflects general agreement among researches that existing adhesion theories do not completely describe the stripping phenomenon. The stripping mechanisms fail to specify the source of water nece
Autor:
El-Hussein H. Mohamed, Morched Zeghal
This paper presents the results of an assessment performed on the empirical model used in level 3 input of the proposed mechanistic–empirical pavement design guide (MEPDG) developed under the National Cooperative Highway Research Program (NCHRP) pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::15324d9a38b4ad49372b4f7c65fe0299
https://doi.org/10.1139/l07-084
https://doi.org/10.1139/l07-084
Autor:
El Hussein H. M., Zeghal, M.
This paper presents laboratory test response of a variety of hot mix asphalts mixes tested using a strain-controlled loading approach. The research was done to assess the proposed AASHTO TP62-03 test protocol under certain conditions and the possibil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::81df7f8d13076635e9ebb2f237daa6a0
https://nrc-publications.canada.ca/eng/view/object/?id=d54d5558-3454-4c31-b46c-ec1daa7120dd
https://nrc-publications.canada.ca/eng/view/object/?id=d54d5558-3454-4c31-b46c-ec1daa7120dd
Autor:
Kim, K. W., El Hussein H. M.
This study investigates the influence of differential thermal contraction on known fracture properties of asphalt concrete. The study hypothesis is that hairline cracks will develop in a mixture subjected to a sufficiently low temperature and that fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1674::4585a740b0b62fcfad835d8a0cb2e206
https://nrc-publications.canada.ca/eng/view/object/?id=66b21eb4-f3fc-4b9a-8f7f-7c024b79392c
https://nrc-publications.canada.ca/eng/view/object/?id=66b21eb4-f3fc-4b9a-8f7f-7c024b79392c
Akademický článek
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