Zobrazeno 1 - 10
of 120
pro vyhledávání: '"Mostafa A. Elseifi"'
Publikováno v:
Journal of Road Engineering, Vol 3, Iss 4, Pp 336-349 (2023)
The objective of this study was to evaluate and recommend an asphalt mixture design with emerging additive technologies that would provide superior performance against asphalt concrete (AC) stripping and cracking. To achieve this objective, a laborat
Externí odkaz:
https://doaj.org/article/140f30e31fca474aa9d5dbc727c31cef
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2677:1115-1125
The objective of this study was to evaluate the effects of asphalt concrete (AC) stripping damage on the field performance and cost-effectiveness (CE) of chip seals and AC overlays in pavement maintenance and rehabilitation. To achieve this objective
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ebd9fe914473c72a472413a306ff164
https://doi.org/10.1177/03611981221112407
https://doi.org/10.1177/03611981221112407
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2676:507-519
This study aimed at evaluating the laboratory performance and physical characteristics of warm-mix asphalt (WMA) open-graded friction course (OGFC) mixes prepared with three warm-mix additives (two chemical additives and an organic additive). To achi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f533c3b7f4f032515cdb5cadd8de0ae9
https://doi.org/10.1177/03611981221090239
https://doi.org/10.1177/03611981221090239
Autor:
Zia U. A. Zihan, Prof.Dr. Mostafa A. Elseifi, Christophe N. Fillastre, Nirmal Dhakal, Jagannath Upadhyay, Zhongjie Zhang
Publikováno v:
Canadian Journal of Civil Engineering. 49:644-656
The treatment and repair strategies for reflective and fatigue cracking that initiate at the pavement surface (i.e., top-down cracking) and at the bottom of the asphalt concrete layer (i.e., bottom-up cracking) are noticeably different. However, pave
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7670f2dd8ae5f3c09c3ab1682e2d316
https://doi.org/10.1139/cjce-2020-0808
https://doi.org/10.1139/cjce-2020-0808
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2676:463-474
Extreme weather events, including inundation, are the major causes of weather-related disruption to the transportation sector. Considerable research has been conducted in recent years to evaluate the impacts of inundation on pavement functional and s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a626511bb315d7a8c53cbd27d79d8205
https://doi.org/10.1177/03611981221083924
https://doi.org/10.1177/03611981221083924
Pavement construction monitoring and quality assurance (QA) practices are mostly based on costly, discrete, and destructive methods. Most quality assurance programs are based on pavement construction procedures encompassing in-situ coring for layer t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::07e085afd2e972a1fc3c4b024e1fce46
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2675:938-947
Ground penetrating radar (GPR) is a non-destructive evaluation technique, which has been applied to assess as-built pavement conditions and to evaluate damage and deterioration that develop over time. The objective of this study was to develop a meth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8021aa4612193b8b00a0ab700a7a5272
https://doi.org/10.1177/03611981211014199
https://doi.org/10.1177/03611981211014199
Autor:
Tanvir Ahmed Sarkar, Samuel B. Cooper, Ken Free, Mostafa A. Elseifi, Corey Mayeux, Nafiur Rahman
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2675:1049-1062
Chip sealing is a commonly used pavement maintenance technique that aims to delay pavement deterioration by reducing water infiltration and restoring skid resistance. The objective of this study was to evaluate the short-term field performance and co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c92c7eae15ce1d345f0e68f4cb9fb7c5
https://doi.org/10.1177/03611981211005469
https://doi.org/10.1177/03611981211005469
Autor:
Zia U. A. Zihan, Hossam Abohamer, Mostafa A. Elseifi, Zhong Wu, Zhongjie Zhang, Nathan Kebede
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2675:1076-1088
Since the 1980s, the falling weight deflectometer (FWD) has been the primary deflection-measuring device in the United States to evaluate the structural conditions of in-service pavements. However, the stop and go nature of the FWD limits its applica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9c7f321ab4e86aeb3209d61e0e59366
https://doi.org/10.1177/03611981211005774
https://doi.org/10.1177/03611981211005774
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. :036119812311681
An open-graded friction course (OGFC) is an asphalt mixture designed with a large air void (AV) content that provides enhanced drainage capability at the surface. The main objectives of this study were to investigate the impacts of selected factors (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3006473f8584c84529a8405c7b21998f
https://doi.org/10.1177/03611981231168103
https://doi.org/10.1177/03611981231168103