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Circular footings resting on geotextile-reinforced sand bed

Basudhar, P.K. / Saha, Santanu / Deb, Kousik

The note pertains to an experimental study made on circular footings resting on semi-infinite layer of sand reinforced with geotextiles. Using the concept of homogenization of such soils, both analytical and numerical analyses have also been conducted to predict the loadsettlement behavior and compared with experimental observations. The study highlights the effect of the footing size, number of reinforcing layers, reinforcement placement pattern and bond length and the relative density of the soil on the load-settlement characteristics of the footings.

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Circular footings resting on geotextile-reinforced sand bed

Basudhar, P.K. / Saha, Santanu / Deb, Kousik

The note pertains to an experimental study made on circular footings resting on semi-infinite layer of sand reinforced with geotextiles. Using the concept of homogenization of such soils, both analytical and numerical analyses have also been conducted to predict the loadsettlement behavior and compared with experimental observations. The study highlights the effect of the footing size, number of reinforcing layers, reinforcement placement pattern and bond length and the relative density of the soil on the load-settlement characteristics of the footings.

Circular footings resting on geotextile-reinforced sand bed

Basudhar, P.K. / Saha, Santanu / Deb, Kousik

The note pertains to an experimental study made on circular footings resting on semi-infinite layer of sand reinforced with geotextiles. Using the concept of homogenization of such soils, both analytical and numerical analyses have also been conducted to predict the loadsettlement behavior and compared with experimental observations. The study highlights the effect of the footing size, number of reinforcing layers, reinforcement placement pattern and bond length and the relative density of the soil on the load-settlement characteristics of the footings.

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Title:

Circular footings resting on geotextile-reinforced sand bed

Additional title:

Kreisförmige Fundamente auf einem mit Geotextilien verstärkten Sandbett

Contributors:

Basudhar, P.K. (author) / Saha, Santanu (author) / Deb, Kousik (author)

Published in:

Geotextiles and Geomembranes ; 25 ; 377-384

Publication date:

2007

Size:

8 Seiten, 11 Bilder, 4 Tabellen, 25 Quellen

ISSN:

DOI:

https://doi.org/10.1016/j.geotexmem.2006.09.003

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Geotextil , Fundament , Sand , Verformung unter Last , Last (mechanisch) , Scherwiderstand , mechanische Verstärkung

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