Title
Confined and Reinforced Sand Retaining Walls resisted VIII grade seismic MM intensity
Date Issued
01 January 2010
Access level
metadata only access
Resource Type
conference paper
Author(s)
Publisher(s)
Brazilian Chapter of the International Geosynthetics Society
Abstract
Geosynthetic solutions, as the Confined and Reinforced Soil (Sand) Retaining Walls, are proving to be more technical and cost efficient compared against traditional structures each day; however there are just few cases where we can compare their behavior under the natural disasters are more relevant, due to their flexibility and the use of local raw material, as the same local soils, performed pretty much friendly environmental, and overall keep well their own function and saves money for countries on development process.
Start page
1675
End page
1676
Language
English
OCDE Knowledge area
Ingeniería civil
Scopus EID
2-s2.0-84906895085
Resource of which it is part
9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010
ISBN of the container
9788563456007
Conference
9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010 23 May 2010 through 27 May 2010
Sources of information: Directorio de Producción Científica Scopus