Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Enad Mahmoud"'
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27249d371446fa76c038ceedaf225bfd
https://doi.org/10.1061/jpeodx.pveng-1202
https://doi.org/10.1061/jpeodx.pveng-1202
Autor:
Angelo Filonzi, Satyavati Komaragiri, Ramez Hajj, Manuel Trevino, Darren Hazlett, Enad Mahmoud, Amit Bhasin
Publikováno v:
International Journal of Pavement Engineering. :1-12
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f659e05bf6a06302772e3b78459b06b
https://doi.org/10.1080/10298436.2022.2031194
https://doi.org/10.1080/10298436.2022.2031194
Publikováno v:
Road Materials and Pavement Design. 24:427-446
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85e824f36a824661fa0595659c6aefc6
https://doi.org/10.1080/14680629.2021.2019092
https://doi.org/10.1080/14680629.2021.2019092
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c2ed37ecc649fa88c98cf20bac2b01b
https://doi.org/10.1061/jpeodx.0000331
https://doi.org/10.1061/jpeodx.0000331
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:179-191
Recent traffic trends and permit issuance show significant mobility demands in the energy sectors across the nation. The increase in the axle loads and frequency of operations of over-weight (OW) trucks resulted in severe damage to transportation inf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b2ac440584e89c3349cf8f103147133
https://doi.org/10.1177/0361198120925807
https://doi.org/10.1177/0361198120925807
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. :036119812211375
New asphalt pavements are often designed to last 15 to 20 years without a major rehabilitation. However, an asphalt mix gets stiffer and more brittle with pavement service life because of aging. As cracking resistance decreases at higher aging levels
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33e4cde77068711937c6bad0f265fdf4
https://doi.org/10.1177/03611981221137595
https://doi.org/10.1177/03611981221137595
Publikováno v:
Construction and Building Materials. 215:737-753
Rutting or permanent deformation (PD) is one of the most critical distresses occurring in hot-mix asphalt (HMA) pavements. However, despite all of the recent efforts aimed at producing new test methods and better road materials, HMA rutting is still
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df02dea6886aee9ed202f7b77a4a556b
https://doi.org/10.1016/j.conbuildmat.2019.04.250
https://doi.org/10.1016/j.conbuildmat.2019.04.250
Autor:
Julius J Komba, Luis Fuentes, Enad Mahmoud, Tito P. Nyamuhokya, Lubinda F. Walubita, Sang Ick Lee, Gisel Carrasco
Publikováno v:
Construction and Building Materials. 213:325-336
One of the common methods to mitigate reflective cracking, in existing cracked pavements, is the use of interlayer grid reinforcements in hot-mix asphalt (HMA) overlay construction during maintenance and/or rehabilitation projects. As a means of shar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d31f1e5cfbd2935240c14aeda0e2c964
https://doi.org/10.1016/j.conbuildmat.2019.04.072
https://doi.org/10.1016/j.conbuildmat.2019.04.072
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 146
Since the perpetual pavement (PP) concept was introduced, many countries and states, including Texas, have constructed PP roadways. To date, 10 PP sections in Texas have been in service sin...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9992a20422b7b4308cf0d9557c9f4e50
https://doi.org/10.1061/jpeodx.0000226
https://doi.org/10.1061/jpeodx.0000226
Publikováno v:
International Journal of Civil Engineering. 17:1007-1014
In this paper, the feasibility of using nanoglass as a partial replacement of cement in combination with fly ash was investigated. Three concrete mixtures made with fly ash and nanoglass as cement replacements were studied as a preliminary investigat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ace1afbcddc70bd411bd7c1734af5dc3
https://doi.org/10.1007/s40999-018-0352-6
https://doi.org/10.1007/s40999-018-0352-6