Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Gabriel Nsengiyumva"'
Autor:
Gabriel Nsengiyumva, Yong-Rak Kim
Publikováno v:
Experimental Mechanics. 62:1553-1568
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::836913fd50cacaaa67a6cb6731c4be84
https://doi.org/10.1007/s11340-022-00876-0
https://doi.org/10.1007/s11340-022-00876-0
Autor:
Julia Grasley, Mohammad Rahmani, Abdullah Azzam, Gabriel Nsengiyumva, Yong-Rak Kim, Jongwan Eun, Seunghee Kim
Publikováno v:
All Days.
ABSTRACT: Secure storage of nuclear spent fuel is of great concern for protecting public health and safety. The standard long-term solution for nuclear waste disposal is containment in geological repositories. Nuclear spent fuel, stored in canisters,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e330951f8faf312439295c84859ae0dc
https://doi.org/10.56952/arma-2022-0741
https://doi.org/10.56952/arma-2022-0741
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:126-138
Proper use of rejuvenators can improve the properties and performance of aged asphalt mixtures; however, there is currently a lack of understanding on how rejuvenator treatment details, such as type-dosage of rejuvenators and blending-curing of rejuv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec2360b6ce3dccdbe48c67127053529f
https://doi.org/10.1177/0361198120909110
https://doi.org/10.1177/0361198120909110
Autor:
Yong-Rak Kim, Gabriel Nsengiyumva
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2673:320-328
The semi-circular bending (SCB) test is a simple, efficient, and easily applicable method in the pavement community to characterize fracture behavior. This makes it widely used as a quality control (QC) and quality assurance (QA) approach at several
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5e7192f6547971bc5870c2e58a48cb2
https://doi.org/10.1177/0361198119839343
https://doi.org/10.1177/0361198119839343
Autor:
Yong-Rak Kim, Gabriel Nsengiyumva
Publikováno v:
Advances in Materials and Pavement Performance Prediction II ISBN: 9781003027362
Advances in Materials and Pavement Performance Prediction II
Advances in Materials and Pavement Performance Prediction II
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1e3fd499e0b596130c5cc2b65e3252e
https://doi.org/10.1201/9781003027362-72
https://doi.org/10.1201/9781003027362-72
Publikováno v:
Construction and Building Materials. 191:564-574
This paper presents a multiscale experimental study on the influence of different Na2O/SiO2 molar ratios on the mechanical and microstructural characteristics of the aggregate-paste interphase in fly ash-based geopolymer mixtures. By analyzing the sc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51a2910f89280ce53b88a197107d5f9c
https://doi.org/10.1016/j.conbuildmat.2018.10.024
https://doi.org/10.1016/j.conbuildmat.2018.10.024
Publikováno v:
Journal of Engineering Mechanics. 144
This paper presents a two-way linked multiscale method that is integrated with nanomechanical tests and a cohesive zone fracture model to investigate highly heterogeneous cementitious mater...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e118e30dfc689adb35a049683c2feef
https://doi.org/10.1061/(asce)em.1943-7889.0001518
https://doi.org/10.1061/(asce)em.1943-7889.0001518
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 144:04018037
This study examines the practice of using thin-lift overlays (25-mm-thick asphalt) that was implemented recently for Nebraska’s highways by comparing it with the state’s traditional 50-mm-t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6a49cd6c596ae989340bbf7ebd64d77
https://doi.org/10.1061/jpeodx.0000064
https://doi.org/10.1061/jpeodx.0000064
Publikováno v:
Journal of Testing and Evaluation. 45:20160103
Given the fact that fracture is a primary distress causing pavement failure, it is important to identify and characterize the fracture/cracking properties of asphalt concrete mixtures and to include them in pavement design processes. This study exami
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97847e6889a7769e0e484e85e4cda739
https://doi.org/10.1520/jte20160103
https://doi.org/10.1520/jte20160103