cris.boxmetadata.label.title
Confined and Reinforced Sand Retaining Walls resisted VIII grade seismic MM intensity
cris.boxmetadata.label.dateissued
01 browse.startsWith.months.january 2010
cris.boxmetadata.label.accesslevel
metadata only access
cris.boxmetadata.label.resourcetype
conference paper
cris.boxmetadata.label.authors
ALVA HURTADO, JORGE ELIAS DOMINGO
Cardozo, Jesus
Fierro, Gustavo
cris.boxmetadata.label.publisher
Brazilian Chapter of the International Geosynthetics Society
cris.boxmetadata.label.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.
cris.boxmetadata.label.citationstartpage
1675
cris.boxmetadata.label.citationendpage
1676
cris.boxmetadata.label.language
English
cris.boxmetadata.label.ocdeknowledgeArea
Ingeniería civil
cris.boxmetadata.label.scopusidentifier
2-s2.0-84906895085
cris.boxmetadata.label.partofresource
9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010
cris.boxmetadata.label.containerisbn
9788563456007
cris.boxmetadata.label.conference
9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010 23 May 2010 through 27 May 2010
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