Analyse behavior of geosynthetic reinforced pile supported embankments in the workshop’s weak foundation soils under uniform load
Abstract
The main content of the paper is analyse behavior of geosynthetic reinforced pile supported embankments by finite element method to Geotechnique-designer have to note the correlation of rational pile-distance and embankment-depth when design weak foundation.
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đánh giá
Published
2015-06-10
Issue
Section
SCIENTIFIC ARTICLE