Zobrazeno 1 - 10
of 32
pro vyhledávání: '"M.F. Woldekidan"'
Autor:
M.F. Woldekidan, B. Gaarkeuken
Publikováno v:
Road Materials and Pavement Design. 22:S560-S574
In order to explore the potentials of a foam-based warm-mix asphalt(WMA) technology for the production of EME2 mixtures, an extenstive laboratory study was carried out. In this study EME2 mixtures ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::046d13759d336c4178cea988922790de
https://doi.org/10.1080/14680629.2021.1901769
https://doi.org/10.1080/14680629.2021.1901769
Publikováno v:
Construction and Building Materials. 105:1-13
The service performance of asphaltic plug joints (APJs) is unsatisfactory. Premature cracking, rutting and debonding of APJ filling mixture is strongly related to the relevant properties of the used asphalt sealants. Better understanding on the seala
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9249f50483c8ab9f961f939e333a2162
https://doi.org/10.1016/j.conbuildmat.2015.12.017
https://doi.org/10.1016/j.conbuildmat.2015.12.017
Publikováno v:
Journal of Sound and Vibration. 363:460-472
In this paper, we propose combining dynamic mechanical analysis (DMA) and the time–temperature superposition principle to determine various railpad dynamic properties. Having accurate information regarding the dynamic properties of a railpad is a f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c299ba2f90b1b9beb80b8e8f79278b14
https://doi.org/10.1016/j.jsv.2015.11.009
https://doi.org/10.1016/j.jsv.2015.11.009
Publikováno v:
Construction and Building Materials. 47:984-989
This paper aims to investigate the fundamental properties of bituminous plug expansion joint filling mixtures containing high content of rubber granules. Rubber granules were added by replacement of part of stone aggregates. Dynamic response, creep,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::115b96ba553d7c0c838a13a4abc04034
https://doi.org/10.1016/j.conbuildmat.2013.06.001
https://doi.org/10.1016/j.conbuildmat.2013.06.001
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2370:53-62
Bituminous materials exhibit either one or a combination of viscous, elastic, and viscoelastic responses. When applied loads are limited, the materials’ behavior can be considered linear. For higher loads they exhibit a nonlinear response. In relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45ebf6543589a1dfa1ec9dbd89caf30e
https://doi.org/10.3141/2370-07
https://doi.org/10.3141/2370-07
Publikováno v:
Functional Pavement Design ISBN: 9781315643274
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81611260f807d332edad969e4d8a7115
https://doi.org/10.1201/9781315643274-75
https://doi.org/10.1201/9781315643274-75
Publikováno v:
Proceedings of 6th Eurasphalt & Eurobitume Congress.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1de5290d818baae88733d50ebe34cd85
https://doi.org/10.14311/ee.2016.399
https://doi.org/10.14311/ee.2016.399
Publikováno v:
Finite Elements in Analysis and Design. 53:37-47
This paper presents numerical application of a modified Huet-Sayegh (MHS) model for modeling the response of bituminous materials. The model consists of elastic, viscoelastic and viscous response elements. Application of the model for describing the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d9a0bd49883f4944ca497db6f10bae6
https://doi.org/10.1016/j.finel.2012.01.003
https://doi.org/10.1016/j.finel.2012.01.003
Publikováno v:
Materials & Design. 31:3194-3206
Ravelling, the loss of aggregate from the pavement surface, is the dominant defect of noise reducing porous asphalt wearing courses. Meso-mechanical simulations of porous asphalt concrete (PAC) under a moving tyre passage were performed to get insigh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e4e69f6e13097e1a672e7278177e196
https://doi.org/10.1016/j.matdes.2010.02.026
https://doi.org/10.1016/j.matdes.2010.02.026
Publikováno v:
Journal of Wuhan University of Technology-Mater. Sci. Ed.. 25:637-640
A dynamic shear rheometer (DSR) setup, with a modified test geometry specifically developed for the mortar, was used to conduct time and frequency domain tests. The mortar was composed of a pure bitumen, filler and fine fractions of sand. In the test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec171d8a83b1407fd9155b94c3c2f83d
https://doi.org/10.1007/s11595-010-0060-9
https://doi.org/10.1007/s11595-010-0060-9