The effect of adding various amounts of tyre chips to a host liquefiable sand deposit is investigated in this paper. Also the mixed soil's dynamic properties such as damping ratio and shear modulus degradation curves are analysed. A series of 1g shaking table model tests are conducted at different percentages of sand–tyre chips mixtures. Firoozkuh sand is utilised in the tests and the wet tamping sample preparation method is adopted. The results show that using tyre chips basically reduces pore-water pressure generation due to liquefaction. Also, mean damping ratio is increased with increasing tyre chip content in the sand–tyre chips mixture. Overall, reinforcing soil with tyre chips is found to decrease the deformations caused by liquefaction considerably. The reinforcing depth is also found to have a considerable effect on the liquefaction mitigation outcomes.
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September 2015
Research Article|
August 05 2015
Effect of tyre chips on dynamic properties of saturated sands
Hadi Bahadori;
Hadi Bahadori
Assistant Professor
Civil Engineering Department, Urmia University, Urmia, Iran
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Siavash Manafi
Siavash Manafi
MSc student
Civil Engineering Department, Urmia University, Urmia, Iran
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Publisher: Emerald Publishing
Received:
November 16 2013
Accepted:
November 17 2014
Online ISSN: 2042-6550
Print ISSN: 1346-213X
ICE Publishing: All rights reserved
2015
International Journal of Physical Modelling in Geotechnics (2015) 15 (3): 116–128.
Article history
Received:
November 16 2013
Accepted:
November 17 2014
Citation
Bahadori H, Manafi S (2015), "Effect of tyre chips on dynamic properties of saturated sands". International Journal of Physical Modelling in Geotechnics, Vol. 15 No. 3 pp. 116–128, doi: https://doi.org/10.1680/jphmg.13.00014
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