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Innovative Infrastructure Solutions
Erschienen in: Innovative Infrastructure Solutions 1/2018

01.12.2018 | Technical Note

Cyclic response of single-layer coir-mat-reinforced sand

verfasst von: R. Sridhar, M. T. Prathap Kumar

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2018

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Abstract

The present experimental investigation is conducted to study the cyclic response of coir-mat-reinforced sandy soil foundations and the effect of different parameters contributing to their performance using laboratory model tests. The parameters investigated in this study included various positions of reinforcement layer. The test results established the potential benefit of using coir-mat-reinforced sand foundations. The test results also showed that the reinforcement configuration/layout has a significant effect on the behaviour of reinforced sand foundation. With a layer of reinforcement, the settlement can be reduced. The inclusion of reinforcement can redistribute the applied footing load to a more uniform pattern, hence reducing the settlement.
Vorheriger Artikel Ground response analysis and liquefaction hazard assessment for Vishakhapatnam city
Nächster Artikel Recommendations for generating dispersion images of optimal resolution from active MASW survey

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Metadaten
Titel
Cyclic response of single-layer coir-mat-reinforced sand
verfasst von
R. Sridhar
M. T. Prathap Kumar
Publikationsdatum
01.12.2018
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2018
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-017-0119-y

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