Zobrazeno 1 - 10
of 165
pro vyhledávání: '"Silvia Caro"'
Autor:
Athira Mangalath Shine, Gustavo Canon Falla, Erik Kamratowsky, Frohmut Wellner, Silvia Caro, Alexander Zeißler, Sabine Leischner
Publikováno v:
Road Materials and Pavement Design. 24:654-671
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d31528554aff745d4d8dbc456e0ea901
https://doi.org/10.1080/14680629.2023.2181067
https://doi.org/10.1080/14680629.2023.2181067
Autor:
Pablo Zoccali, Laura Moretti, Paola Di Mascio, Giuseppe Loprencipe, Antonio D’Andrea, Guido Bonin, Bagdat Teltayev, Silvia Caro
Publikováno v:
Case Studies in Construction Materials, Vol 8, Iss , Pp 498-506 (2018)
This paper analysed and verified an existing block stone pavement in an urban shared area. Fatigue and rutting verification was performed respectively for bound and unbound pavement materials using analytical curves available in the literature. The c
Externí odkaz:
https://doaj.org/article/1fbc649f8ea446ad9974c93ccf0d3ce4
Publikováno v:
International Journal of Pavement Engineering. :1-12
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b344839192f82abdb482a06ad83af57
https://doi.org/10.1080/10298436.2021.2024186
https://doi.org/10.1080/10298436.2021.2024186
Publikováno v:
International Journal of Pavement Engineering. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86f1fdbda79b7362db2ca8f0d4714b7d
https://doi.org/10.1080/10298436.2022.2161544
https://doi.org/10.1080/10298436.2022.2161544
Autor:
Andres Cala, Silvia Caro
Publikováno v:
Road Materials and Pavement Design. 23:1523-1543
Asphalt-aggregate adhesion quality is a key factor in the mechanical performance of asphalt pavements. This work presents a predictive model of moisture damage in asphalt-aggregate systems based on...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c11c4420f583ad110525cd2ab9eeb6e8
https://doi.org/10.1080/14680629.2021.1900896
https://doi.org/10.1080/14680629.2021.1900896
Publikováno v:
Road Materials and Pavement Design. 23:925-941
Computational mechanics has proven to be a useful method to understand and assess the mechanical behaviour and main degradation mechanisms of Porous Friction Courses (PFC) at the microstructural level. However, a common limitation when preparing thes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7139faef46947fa656e919b1f2d40cbb
https://doi.org/10.1080/14680629.2020.1860804
https://doi.org/10.1080/14680629.2020.1860804
Publikováno v:
International Journal of Pavement Engineering. 23:972-984
The mechanical performance of asphalt mixtures with high air void content – like Permeable Friction Courses (PFC) – is significantly affected by climate-related processes. Previous studies have dem...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c64632859f51c5b5ecc7259e5fff986
https://doi.org/10.1080/10298436.2020.1784417
https://doi.org/10.1080/10298436.2020.1784417
Autor:
Frohmut Wellner, Silvia Caro, Sabine Leischner, Gustavo Canon Falla, Mrinali Rochlani, David G. Wareham
Publikováno v:
International Journal of Pavement Engineering. 23:877-887
In recent years, crumb rubber (CR) has become an attractive option to modify bitumen. In this research, a set of Dynamic Shear Rheometer (DSR) tests were used were used to gauge the effect of two t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::733f12ddfc77e1b3f7b57b9f7050e0a9
https://doi.org/10.1080/10298436.2020.1776868
https://doi.org/10.1080/10298436.2020.1776868
Publikováno v:
Revista Facultad de Ingeniería Universidad de Antioquia, Iss 58, Pp 95-104 (2011)
Este artículo presenta una evaluación comparativa de la susceptibilidad al daño por humedad de diferentes combinaciones de cementos asfálticos producidos en Colombia y agregados pétreos. La metodología empleada se centra en establecer el Índic
Externí odkaz:
https://doaj.org/article/71a256047dad4b2ebcc62b7a26418654
Publikováno v:
Ingeniería e Investigación, Vol 29, Iss 2, Pp 20-24 (2009)
La energía superficial libre (ESL) de un material se define como la energía necesaria para crear una nueva unidad de superficie en condiciones de vacío. Dicha propiedad está directamente relacionada con la resistencia a la fractura y recuperació
Externí odkaz:
https://doaj.org/article/d4be08b7bf844acdb0787402e1fc5ea5