Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Maziar Moaveni"'
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772376
Effective assessment of bearing capacity of the existing pavement structure as well as proper characterization of materials used in the construction of pavement layers provides critical inputs for rehabilitation design of urban roads. This study pres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f3c1f3603e1497181a195b455e8ff73
https://doi.org/10.1007/978-3-030-77238-3_61
https://doi.org/10.1007/978-3-030-77238-3_61
Publikováno v:
International Journal of Pavement Engineering. 22:1305-1317
This paper presents findings from a research study focused on calibrating and improving the robustness of a permanent deformation model for unbound aggregate base/subbase materials, recentl...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02b482f31e74b4ad6a897f0f070cb1f5
https://doi.org/10.1080/10298436.2019.1683178
https://doi.org/10.1080/10298436.2019.1683178
Autor:
Erol Tutumluer, Maziar Moaveni, Haohang Huang, Andrew J. Stolba, Sheila Beshears, John Hart, Jiayi Luo
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2673:575-589
Riprap rock and large-sized aggregates have been used extensively in geotechnical and hydraulic engineering. They essentially provide erosion control, sediment control, and scour protection. The sustainable and reliable use of riprap materials demand
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::399ed953a4087ed58de2d86ac932cbfb
https://doi.org/10.1177/0361198119848704
https://doi.org/10.1177/0361198119848704
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:62-73
Railway ballast degrades progressively as a result of accumulated traffic primarily through abrasion and particle breakage. Degraded ballast may cause reduced lateral and longitudinal stability, ineffective drainage, and excessive settlement of track
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::821958c8f63d20c76aeb01aa7c4ab2c2
https://doi.org/10.1177/0361198118790849
https://doi.org/10.1177/0361198118790849
Autor:
David White, William R. Vavrik, Erol Tutumluer, Maziar Moaveni, Steven Gillen, Pavana K. R. Vennapusa
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:333-346
This paper presents the results of a field study recently completed on an Illinois Tollway construction project, in which intelligent compaction (IC) measurements were calibrated on site with in situ elastic modulus (E), resilient modulus (Mr), modul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb4cc8f0d2bf7ef8b94a4e6faf669d34
https://doi.org/10.1177/0361198118782266
https://doi.org/10.1177/0361198118782266
Autor:
Dingqing Li, Colin Basye, Sagar Shah, Maziar Moaveni, Scott Schmidt, Erol Tutumluer, Blake J. Landry
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2607:24-32
The unbound aggregate ballast layer is a major structural and drainage component of railroad track that is known to degrade over time. Progressive degradation increases the fine-grained content of the ballast layer through particle breakage and abras
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33effe3b9262c9ed8837c94ba2a8df01
https://doi.org/10.3141/2607-05
https://doi.org/10.3141/2607-05
Publikováno v:
Airfield and Highway Pavements 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4571958694357f6a3e2e38898814ba6a
https://doi.org/10.1061/9780784482452.007
https://doi.org/10.1061/9780784482452.007
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82de5f0cc056d7c5947e6fe217f4a2cd
https://doi.org/10.1061/9780784482124.043
https://doi.org/10.1061/9780784482124.043
Autor:
Jeffery R. Roesler, Sachindra Dahal, Sedat Çetin, Erol Tutumluer, Alexander S. Brand, Maziar Moaveni
Publikováno v:
Transportation Geotechnics. 6:26-37
Reclaimed Asphalt Pavement (RAP) particles are created from the impact removal and/or reprocessing of existing asphalt layers. RAP particles contain a combination of asphalt and aggregates with varying degrees of coating and morphology. Particle size
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4f1259e2a75b016f8c7ea0c37d437da
https://doi.org/10.1016/j.trgeo.2016.01.001
https://doi.org/10.1016/j.trgeo.2016.01.001
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2545:89-99
Field and laboratory degradation trends of railroad ballast are investigated in this paper by using an aggregate image analysis approach. In addition to gradation changes, in-service ballast materials undergo degradation of particle shape properties
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::529fc113384d18c401460a102cfa691b
https://doi.org/10.3141/2545-10
https://doi.org/10.3141/2545-10