Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Huseyin Boler"'
Autor:
Heather Shoup, Issam I.A. Qamhia, Hasan Ozer, Huseyin Boler, Erol Tutumluer, Andrew J. Stolba
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:339-350
Recent research conducted at the Illinois Center for Transportation evaluated sustainable applications of quarry by-products (QB) or QB blended with coarse recycled aggregates in chemically stabilized base and subbase layers in flexible pavements and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::175cd5986cb64fc97891a48edd1ff71b
https://doi.org/10.1177/0361198120919113
https://doi.org/10.1177/0361198120919113
Publikováno v:
Transportation Geotechnics. 17:109-121
Numerous studies have targeted using numerical modeling, field instrumentation, or combinations of both to gain insight into track substructure behavior under loading. In-depth understanding of track substructure behavior serving both passenger and f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2754755e0aa21ae7a56f537544a5fc55
https://doi.org/10.1016/j.trgeo.2018.10.001
https://doi.org/10.1016/j.trgeo.2018.10.001
Publikováno v:
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. 233:63-72
Railroad track transitions such as bridge approaches often experience recurrent track geometry problems due to differential settlement between the bridge and the adjacent track. The resulting “bump at the end of the bridge” leads to significant p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f083354bc72f7d631982a58c6fea877
https://doi.org/10.1177/0954409718778654
https://doi.org/10.1177/0954409718778654
Autor:
Youssef M. A. Hashash, Huseyin Boler, Jamshid Ghaboussi, Maziar Moaveni, Erol Tutumluer, Yu Qian
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12186c5cf575676e96a98643f08d2e1a
https://doi.org/10.1061/(asce)gt.1943-5606.0001882
https://doi.org/10.1061/(asce)gt.1943-5606.0001882
Autor:
Jamshid Ghaboussi, Yu Qian, Huseyin Boler, Maziar Moaveni, Erol Tutumluer, Youssef M. A. Hashash
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 143
Ballast degradation or fouling often associated with deteriorating railroad track performance refers to the condition of a new ballast layer changing its aggregate particle size and shape p...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de05ea17fd4e2af1eab0402bdeebc96f
https://doi.org/10.1061/(asce)gt.1943-5606.0001706
https://doi.org/10.1061/(asce)gt.1943-5606.0001706
Autor:
Yu Qian, Maziar Moaveni, Jamshid Ghaboussi, Youssef M. A. Hashash, Huseyin Boler, Erol Tutumluer
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2448:142-151
Ballast fouling, often associated with deteriorating railroad track performance, refers to the condition in which the ballast layer changes its composition and develops a much finer grain size distribution. Fouling is commonly caused by degradation o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9702aadb90ea5e6458a46f58af75a56
https://doi.org/10.3141/2448-17
https://doi.org/10.3141/2448-17
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2448:94-104
Railroad ballast is uniformly graded coarse aggregate placed between and immediately underneath the ties to provide drainage and structural support for the loading applied by trains. In the United States, several ballast gradation recommendations are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c22be1748d401c0f79a9bade30cff2c
https://doi.org/10.3141/2448-12
https://doi.org/10.3141/2448-12
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2448:105-114
Railway transitions such as bridge approaches experience differential movements related to differences in track system stiffness, track damping characteristics, foundation type, ballast settlement from fouling or degradation, as well as fill and subg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::47faa94a9ea7a6be44db58462077a9cb
https://doi.org/10.3141/2448-13
https://doi.org/10.3141/2448-13