Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Federica Suraci"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 4, Pp 91-105 (2021)
This paper presents a 3D finite element analysis of the effect caused by a blast inside a reinforced concrete tunnel. The simulated explosion was caused by the crash of a heavy vehicle transporting inflammable material (LPG). The finite element techn
Externí odkaz:
https://doaj.org/article/e6d10130a4ed4df6bf51a0d4c27ad3cf
Publikováno v:
Transportation Research Procedia. 45:732-739
The purpose of this study is identifying, through the fuzzy logic methodology, the stretches of the road SS106 Reggio Calabria – Bova Marina, considered like a “lifeline” in the metropolitan area of Reggio Calabria, subjected to landslide risk.
Autor:
Concettina Marino, Antonino Francesco Nucara, Maria Francesca Panzera, Matilde Pietrafesa, Federica Suraci
Publikováno v:
Lecture Notes in Networks and Systems ISBN: 9783031068249
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9475b2ebbad752706a22ff44f51cef1
https://doi.org/10.1007/978-3-031-06825-6_174
https://doi.org/10.1007/978-3-031-06825-6_174
Autor:
Giovanni Leonardi, Federica Suraci
Publikováno v:
Sustainability; Volume 14; Issue 6; Pages: 3695
Permanent deformation (rutting) is an important disturbing failure on flexible road pavements. This phenomenon appears on the flexible pavement as longitudinal depressions, and it is a consequence of the degradation of materials under high traffic lo
Publikováno v:
New Metropolitan Perspectives ISBN: 9783030482787
In recent years, the need to increase pavement service life and to guarantee high performance and low environmental factors has allowed the development of different pavement reinforcements. In particular, geosynthetics represent one of the solutions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bae06418d7556a5d8a565ca433c3e25
https://doi.org/10.1007/978-3-030-48279-4_140
https://doi.org/10.1007/978-3-030-48279-4_140
Publikováno v:
Key Engineering Materials. 774:185-190
Two disjoint particles joined by adhesion materials are here considered when dead load operating over it. We will to perform a theoretical characterization of this micro-system through a behavior specific approach. This last is located within the hyp
Publikováno v:
Key Engineering Materials. 774:595-600
The purpose of this paper is to describe (at micro-scale) the geogrid-reinforced flexible pavement behaviour under a static loading. The finite element technique is used to analyse the mechanical interaction between granular particles, asphalt binder
Publikováno v:
Sustainability, Vol 12, Iss 5, p 1929 (2020)
Sustainability
Volume 12
Issue 5
Sustainability
Volume 12
Issue 5
The need to increase the durability of unpaved roads and the need to improve driver comfort have led to this research: to focus more attention on the use of reinforcements for this type of road. Unpaved roads are created by using an unbound granular
Publikováno v:
New Metropolitan Perspectives ISBN: 9783319921013
Early detection and measurement of the distresses are necessary to keep the pavement functions at an acceptable level and to pledge the safety users. The use of digital photography in order to record pavement images and, later, to identify the surfac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8da41579b4a4a0e3e1b53eecf5aff4a
https://doi.org/10.1007/978-3-319-92102-0_24
https://doi.org/10.1007/978-3-319-92102-0_24
Publikováno v:
New Metropolitan Perspectives ISBN: 9783319921013
The aim of road surface monitoring is to detect the distress on paved or unpaved road surfaces. Depending on the types of surface rupture, required parameters are measured on-site to determine the severity level of the road damage. Local infrastructu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d05b3c55b20efe3e9fd60aec2404c328
https://doi.org/10.1007/978-3-319-92102-0_18
https://doi.org/10.1007/978-3-319-92102-0_18