Zobrazeno 1 - 10
of 574
pro vyhledávání: '"pavement reinforcement"'
Autor:
Luo Yuhu, Hasan Hafnida
Publikováno v:
Applied Mathematics and Nonlinear Sciences, Vol 7, Iss 1, Pp 581-590 (2021)
The thrust of basalt fibre (BFRP) tendons will result in narrower transverse crack spacing, decreased load transfer capacity of transverse cracks and voids at the bottom of the slab, which will lead to thrust failure. The thesis uses the finite eleme
Externí odkaz:
https://doaj.org/article/f4b2646806f4463895ffa2bf9549f838
Publikováno v:
CivilEng, Vol 2, Iss 3, Pp 599-611 (2021)
This paper attempts to display, analyze and discuss the literature affiliated to the previous research data on road surfacing in pavement engineering reinforcement. In this paper, a review of the background and present status of road surfacing is als
Externí odkaz:
https://doaj.org/article/1cd41295d63340ad9c41b63b53495f94
Akademický článek
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Akademický článek
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Autor:
Yuhu Luo, Hafnida Hasan
Publikováno v:
Applied Mathematics and Nonlinear Sciences. 7:581-590
The thrust of basalt fibre (BFRP) tendons will result in narrower transverse crack spacing, decreased load transfer capacity of transverse cracks and voids at the bottom of the slab, which will lead to thrust failure. The thesis uses the finite eleme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b848ee703f10e6f4dd1744862f48f37
https://doi.org/10.2478/amns.2021.1.00080
https://doi.org/10.2478/amns.2021.1.00080
Publikováno v:
CivilEng, Vol 2, Iss 33, Pp 599-611 (2021)
This paper attempts to display, analyze and discuss the literature affiliated to the previous research data on road surfacing in pavement engineering reinforcement. In this paper, a review of the background and present status of road surfacing is als
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::51d4fd22e7dddd0a636f6ce1db8d3507
https://www.mdpi.com/2673-4109/2/3/33
https://www.mdpi.com/2673-4109/2/3/33
Autor:
Dansou, Anicet
Publikováno v:
Civil Engineering. Université de Strasbourg, 2019. English. ⟨NNT : 2019STRAD043⟩
Cracking is one of the major causes of structural degradation in civil engineering. Numerical modeling of cracks and their propagation, requires the development of efficient algorithms. This thesis presents the optimization and extension of an existi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::32b26b8a0fa616aa022a9d6d39901073
https://tel.archives-ouvertes.fr/tel-02526105
https://tel.archives-ouvertes.fr/tel-02526105
Publikováno v:
Dorogi i mosti. 2020:63-78
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f833a017732a8baa393f5adedbc4429
https://doi.org/10.36100/dorogimosti2020.22.063
https://doi.org/10.36100/dorogimosti2020.22.063
Publikováno v:
Bulletin of the Faculty of Engineering. Mansoura University. 40:19-30
Effectiveness of geogrids as a reinforcement of the cross section of flexible pavement system was investigated. The study involved conducting of routine as well as advanced laboratory testing for comprehensive material characterization. It also inclu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fcf3878c9e3fff212997c2d02caaf00
https://doi.org/10.21608/bfemu.2020.101068
https://doi.org/10.21608/bfemu.2020.101068
Autor:
Mateusz Kałuża, Mirosław Kotasinski
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 149-162 (2024)
In the case analysed, a glass fibre mesh was applied under the asphalt layer during a rehabilitation treatment. Because only one lane was reinforced, the test section can be used to observe the influence of glass fibre mesh on the relationship betwee
Externí odkaz:
https://doaj.org/article/a979ae4979c54036ad477dc02febc99a