Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Gema García-Travé"'
Autor:
Mª José Martínez-Echevarría-Romero, Gema García-Travé, Mª Carmen Rubio-Gámez, Fernando Moreno-Navarro, Domingo Pérez-Mira
Publikováno v:
Dyna, Vol 82, Iss 194, Pp 52-56 (2015)
La reutilización de los residuos derivados de los procesos industriales se ha convertido en uno de los objetivos prioritarios de carácter ambiental en la investigación científica y técnica. En el sector de la construcción, se pueden aprovechar
Externí odkaz:
https://doaj.org/article/795c4f4890904f88b98c44c36f5ea8e6
Autor:
FERNANDO MORENO-NAVARRO, GEMA GARCÍA-TRAVÉ, MARÍA DEL CARMEN RUBIO-GÁMEZ, MARIA JOSÉ MARTINEZ-ECHEVARRIA
Publikováno v:
Dyna, Vol 81, Iss 183, Pp 49-59 (2014)
Unas de las patologías más comunes en los firmes flexibles de carretera de todo el mundo son las provocadas por la acción del agua. La presencia de éste elemento provoca una disminución en la adhesividad entre los áridos y el ligante de la mezc
Externí odkaz:
https://doaj.org/article/1f5b06e27163421f80ed8102c7431f6a
Autor:
GEMA GARCÍA-TRAVÉ, MARIA JOSÉ MARTINEZ-ECHEVARRIA, MARÍA DEL CARMEN RUBIO GÁMEZ, FERNANDO MORENO NAVARRO
Publikováno v:
Dyna, Vol 79, Iss 174, Pp 51-57 (2012)
La formación de roderas es uno de los mayores deterioros que se producen en los firmes flexibles, lo que ocasiona la pérdida de regularidad superficial que repercute de forma negativa en la calidad del servicio prestado a los usuarios. Existen dist
Externí odkaz:
https://doaj.org/article/844f8aeb570946468cefdb746f06595d
Autor:
Raul Tauste-Martínez, Ana Elena Hidalgo, Gema García-Travé, Fernando Moreno-Navarro, María del Carmen Rubio-Gámez
Publikováno v:
Materials; Volume 15; Issue 9; Pages: 3307
Digibug. Repositorio Institucional de la Universidad de Granada
instname
Digibug. Repositorio Institucional de la Universidad de Granada
instname
This article presents a new methodology of analysis based on a fast-running experimental procedure to characterise the mechanical response of asphalt mortars in terms of stiffness, ductility, and fatigue resistance. This was achieved using the DMA (D
Publikováno v:
Road Materials and Pavement Design. 19:561-570
Bituminous mixtures are viscoelastic materials whose mechanical performance is highly influenced by temperature. In addition, during their service life, these types of materials suffer an ageing pr...
Publikováno v:
Journal of Cleaner Production. 121:56-63
Roads play a significant role in the development of societies. Considerable quantities of asphalt mixes are employed in their construction, with hot asphalt mix (HMA) technology being one of the most commonly used worldwide. In recent times, the deve
Publikováno v:
Journal of Materials in Civil Engineering. 30
Given the high costs associated with using polymer-modified bitumen in asphalt pavement for roads, this research set out to develop more competitive modifiers that are able to offer environ...
Publikováno v:
Construction and Building Materials. 88:32-40
Climatic actions such as rain, sun or ice are one of the major contributors in asphalt pavement degradation. The effect of these climatic agents can be a long-term process of asphalt mixture deterioration when long rainy or sunny periods are expected
Publikováno v:
Journal of Materials in Civil Engineering. 28
The use of modified binders plays a very important role in the construction of more durable pavements. However, the addition of modifiers to the binders could considerably increase their cost, making these materials less competitive. Thus, in recent
Publikováno v:
RILEM Bookseries ISBN: 9789402408669
Bituminous mixtures are visco-elastic materials whose mechanical performance is highly influenced by temperature. In addition, during their service life, these type of materials suffer an ageing process which induce an increase in bitumen viscosity a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::345c1766910004de91e285cd89dd569e
https://doi.org/10.1007/978-94-024-0867-6_32
https://doi.org/10.1007/978-94-024-0867-6_32