Bearing capacity of strip footing on sand slopes reinforced with geotextile and soil nails

This paper presents the results of laboratory model tests on the behavior of a strip footing supported by a single geotextile layer and by a row of soil nails in a sandy slope. A comparison between bearing capacity improvements in the two cases were made and analyzed. Parameters varied include depth...

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Bibliographic Details
Main Author: Shangkari a/p Rajan
Other Authors: Altalhe, Enas B.
Format: Journal
Published: Jurnal Teknologi, Universiti Teknologi Malaysia 2013
Subjects:
Online Access:http://www.myjurnal.my/public/article-view.php?id=77173