Zobrazeno 1 - 10
of 856
pro vyhledávání: '"stiffness modulus"'
Publikováno v:
Civil and Environmental Engineering, Vol 20, Iss 1, Pp 109-123 (2024)
It is commonly known that mineral fillers significantly affect the asphalt mixture's performance. Superior flexible pavement performance can be ensured by gaining a deeper understanding of the function of filler. This research investigates the influe
Externí odkaz:
https://doaj.org/article/94500f3a5d074af5a18bbb6d6cfe6e9e
Publikováno v:
Data in Brief, Vol 54, Iss , Pp 110382- (2024)
This data article presents information on the measurement of Indirect Tensile Stiffness Modulus of laboratory and field asphalt mixtures. The asphalt mixes are composed of three distinct binders that were categorised by their penetration grade (40/55
Externí odkaz:
https://doaj.org/article/731aa9018e564d95bbeb13022a1cac1e
Publikováno v:
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, Vol 33, Iss 2 (2024)
Flexible pavement itself uses asphalt binder as a binding material between aggregates, but with the increasing number of vehicle loads, the ability of flexible pavement needs to be improved. A rubber is a natural polymer material that can be used to
Externí odkaz:
https://doaj.org/article/db9d7292f3284ec5a5efe7c28ffeefd1
Autor:
Nicola Baldo, Fabio Rondinella, Fabiola Daneluz, Pavla Vacková, Jan Valentin, Marcin D. Gajewski, Jan B. Król
Publikováno v:
CivilEng, Vol 4, Iss 4, Pp 1083-1097 (2023)
Stiffness modulus represents one of the most important parameters for the mechanical characterization of asphalt mixtures (AMs). At the same time, it is a crucial input parameter in the process of designing flexible pavements. In the present study, t
Externí odkaz:
https://doaj.org/article/8702e02354714569a54e579ffc3b1dcc
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 3, Pp 95-112 (2023)
The paper’s objective was to present the results of predicting the stiffness modulus of a recycled mix containing a blended road binder with foamed bitumen and emulsified bitumen. The Sm (acc. to IT-CY) indirect tensile test was used at temperature
Externí odkaz:
https://doaj.org/article/4ac24247e83e4597b498d0e074c47883
Publikováno v:
Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ, Vol 14, Iss 3, Pp 30-47 (2023)
Cold mix asphalt produced using conventional emulsion and limestone filler has three main disadvantages, namely low early strength due to high amount of water within the mix, long curing time ranging from 2-24 months and high air voids content. In
Externí odkaz:
https://doaj.org/article/a3816a4a4e53469783e8225e3d3f07de
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e02066- (2023)
Stiffness modulus belongs to the most important properties describing the cold-recycled mixtures (CRM) in terms of their usability in road pavement structures. Previous research proved that this property is strongly dependent on the scheme and condit
Externí odkaz:
https://doaj.org/article/8ffe5d4a78c44b4daad4e248d437aa5e
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Akademický článek
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Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 11, Iss 1, Pp 1-13 (2022)
As the traffic increases in urban areas, the noise generated by the vehicles has become a major concern during the last decade and many countries have been looking for solutions to reduce the level of disturbance. The lowering of the noise level by c
Externí odkaz:
https://doaj.org/article/cf55e650f8614d71837e56ce3a9bc58b