Go to:
Logótipo
Você está em: Start > Publications > View > Pre-Tensioned Geogrids Reinforced Soil Structures with Face Panels in Fiber Glass
Map of Premises
Principal
Publication

Pre-Tensioned Geogrids Reinforced Soil Structures with Face Panels in Fiber Glass

Title
Pre-Tensioned Geogrids Reinforced Soil Structures with Face Panels in Fiber Glass
Type
Article in International Conference Proceedings Book
Year
2008
Authors
Mendonca, A
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Maria de Lurdes Lopes
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
Conference proceedings International
Pages: 857-861
13th Conference of the Sociedade-Portuguesa-de-Materiais/4th International Materials Symposium
Oporto, PORTUGAL, APR 01-04, 2007
Indexing
Publicação em ISI Web of Knowledge ISI Web of Knowledge - 0 Citations
Publicação em Scopus Scopus - 0 Citations
Other information
Authenticus ID: P-004-2A1
Abstract (EN): This paper presents an innovative technology for soil reinforced structures. The technology is based on the use of pre-tensioned geogrids reinforcements and face panels reinforced with fiber glass. Main technology advantages are: i) the very light face with great variety of geometries, size, color and surface textures; ii) either the face and the reinforcements are corrosion free: iii) the good behavior under seismic actions; iv) reduction of structure horizontal strains due to the pre-tension. First, the state of art on reinforced soil structures is done and then the constituents of the new technology are presented followed by the reference to the main theoretical principles considered in its conception. Secondly, numerical data from the behavior, in static conditions, of geogrid reinforced soil structures with and without pre-tensioned reinforcements are presented. In the numerical study the FLAG program, based on the differences finites method, will be used. The construction of the structures will be modeled considering the sequential placement of soil layers and reinforcements, enhancing the deformation behavior of the structures. Thirdly, the advantages of the new technology against the traditional ones arc quantified, based on the results of the numerical studies. Special relevance will be given to face horizontal deformations and reinforcements strains. Finally. the main conclusions about the new technology will be put forward and its main advantages towards traditional technologies will be listed. Application fields where the technology is competitiveness will be identified.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 5
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Role of the Damping Ratio of Reinforcement on the Behaviour of Geogrids-Reinforced Systems (2011)
Article in International Scientific Journal
Mendonca, A; Maria de Lurdes Lopes
Construction behaviour of a road slope reinforced with geogrids (1999)
Article in International Conference Proceedings Book
Maria de Lurdes Lopes; Mendonca, A; Pinto, MI
Recommend this page Top
Copyright 1996-2025 © Faculdade de Medicina Dentária da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2025-07-08 at 04:42:34 | Acceptable Use Policy | Data Protection Policy | Complaint Portal