Výsledky vyhledávání - "Huseyin Boler"

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Akademický článek

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An Investigation into Upward Tie Movements at Railroad Bridge Approaches in Time and Frequency Domains

Autor: Huseyin Boler, Debakanta Mishra, Erol Tutumluer, Theodore Sussmann

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a0eccc70c5aa97e2ca3138617a21aac0
https://doi.org/10.2139/ssrn.4424725

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Durability Aspects of Chemically Stabilized Quarry By-Product Applications in Pavement Base and Subbase

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

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Understanding track substructure behavior: Field instrumentation data analysis and development of numerical models

Autor: Huseyin Boler, Erol Tutumluer, Wenting Hou, Debakanta Mishra

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

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Stone blowing as a remedial measure to mitigate differential movement problems at railroad bridge approaches

Autor: James P. Hyslip, Steven Chrismer, Erol Tutumluer, Debakanta Mishra, Huseyin Boler

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

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