Large Physical Modeling to Optimize the Geometrical Conditions of Geotextile in Reinforced Loose Sand

Yasrobi, S. Shahaboddin; Rahmaninezhad, S. Mustapha; Eftekharzadeh, S. F.

doi:10.1061/41041(348)9

Characterization, Modeling, and Performance of Geomaterials 2009

DOI: 10.1061/41041(348)9

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Large Physical Modeling to Optimize the Geometrical Conditions of Geotextile in Reinforced Loose Sand

S. Shahaboddin Yasrobi

S. Mustapha Rahmaninezhad

S. F. Eftekharzadeh³

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2015

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Behaviour of Prestressed Geotextile-Reinforced Fine Sand Bed Supporting an Embedded Square Footing

Kumar¹

2015

geomate

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This paper presents the results of laboratory model tests carried out on embedded square footing supported on geotextile reinforced sand bed. The effect of reinforcement with geotextile were studies through a series of laboratory model tests with different size of geotextile and depth of placement below footing. The effects of prestressing the geotextile on the strength improvement and settlement reduction of a reinforced sand bed are also being investigated. The model steel tank of size 120 cm x 50 cm x 50 cm and square footing of 10 cm are used. The study also highlights the effect of size of geotextile and placement of geotextile below footing on load-settlement characteristics.

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Behaviour of Prestressed Geotextile-Reinforced Fine Sand Bed Supporting an Embedded Square Footing

Kumar¹

2015

geomate

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Large Physical Modeling to Optimize the Geometrical Conditions of Geotextile in Reinforced Loose Sand

Cited by 1 publication

References 4 publications

Behaviour of Prestressed Geotextile-Reinforced Fine Sand Bed Supporting an Embedded Square Footing

Behaviour of Prestressed Geotextile-Reinforced Fine Sand Bed Supporting an Embedded Square Footing

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