Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil-Reference-Cited by-同舟云学术

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Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil

Published:2017-10 Issue:5 Volume:45 Page:508-536
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Ghosh Balaka,Fatahi Behzad,Khabbaz Hadi,Yin Jian-Hua

Funder

Roads and Maritime Services (RMS)

SMEC Australia

Fulton Hogan

Menard-Oceania

Publisher

Elsevier BV

Subject

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

Reference92 articles.

1. A simplified method for analysis of a piled embankment reinforced with geosynthetics;Abusharar;Geotext. Geomembranes,2009

2. Bending of beams on three-parameter elastic foundation;Avramidis;Int. J. Solids Struct.,2006

3. Deep soil mixing used to reduce embankment settlement;Bergado;Ground Improv.,1999

4. Geosynthetic-reinforced piled embankments: comparison of numerical and analytical methods;Bhasi;Int. J. Geomech.,2015

5. Jet-grout column-reinforced soft soils incorporating multilayer geosynthetic-reinforced platforms;Borges;Soils Found.,2016

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