Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction-Reference-Cited by-同舟云学术

Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction

Published:2015-11 Issue:6 Volume:43 Page:524-536
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Bhasi Anjana,Rajagopal K.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference34 articles.

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3. A comparison of different two dimensional idealizations for a geosynthetic reinforced pile-supported embankment;Ariyarathne;ASCE J. Geotech. Geoenvironmental. Eng.,2013

4. Settlement analysis of piled-raft foundations by means of a multiphase model accounting for soil-pile interactions;Bourgeois;Comput. Geotech.,2012

5. Study of the effect of pile type for supporting basal reinforced embankments constructed on soft clay soil;Bhasi;Indian Geotech. J.,2013

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