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Behavior of Reinforced Soil Retaining Wall With Limited Fill Zone Paramete

Shinde, A. L. / Mandal, J. N.

Abstract Several experiments are carried out to understand the deformation behavior of reinforced soil retaining wall with limited fill zones under vertical surcharge strip loading. Test set-up along with all the instrumentations is developed to carry out the experiments. Panel displacements and strain distribution along geogrid layers are observed. Effectiveness of the reinforced soil wall is also evaluated using a geogrid material. Finite element analysis is carried out using commercial software PLAXIS version 8 for the above problem without and with anchoring of reinforced soil retaining wall in the limited fill zone. The results are compared and reported in this present paper.

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Behavior of Reinforced Soil Retaining Wall With Limited Fill Zone Paramete

Shinde, A. L. / Mandal, J. N.

Abstract Several experiments are carried out to understand the deformation behavior of reinforced soil retaining wall with limited fill zones under vertical surcharge strip loading. Test set-up along with all the instrumentations is developed to carry out the experiments. Panel displacements and strain distribution along geogrid layers are observed. Effectiveness of the reinforced soil wall is also evaluated using a geogrid material. Finite element analysis is carried out using commercial software PLAXIS version 8 for the above problem without and with anchoring of reinforced soil retaining wall in the limited fill zone. The results are compared and reported in this present paper.

Behavior of Reinforced Soil Retaining Wall With Limited Fill Zone Paramete

Shinde, A. L. / Mandal, J. N.

Abstract Several experiments are carried out to understand the deformation behavior of reinforced soil retaining wall with limited fill zones under vertical surcharge strip loading. Test set-up along with all the instrumentations is developed to carry out the experiments. Panel displacements and strain distribution along geogrid layers are observed. Effectiveness of the reinforced soil wall is also evaluated using a geogrid material. Finite element analysis is carried out using commercial software PLAXIS version 8 for the above problem without and with anchoring of reinforced soil retaining wall in the limited fill zone. The results are compared and reported in this present paper.

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Title:

Behavior of Reinforced Soil Retaining Wall With Limited Fill Zone Paramete

Contributors:

Shinde, A. L. (author) / Mandal, J. N. (author)

Published in:

Geotechnical and Geological Engineering ; 25

Publication date:

2007

ISSN:

DOI:

https://doi.org/10.1007/s10706-007-9138-3

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Limited zone , Reinforced soil , Retaining wall

Classification:

BKL: 38.58 Geomechanik / 57.00 Bergbau: Allgemeines / 56.20 Ingenieurgeologie, Bodenmechanik
Local classification TIB: 275/3750

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