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Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall

Year 2018, Volume: 2 Issue: 2, 69 - 78, 01.12.2018

Abstract

Geotechnical structures such as retaining walls
are key elements of ports and harbors, transportation system lifelines, and
other infrastructural facilities. These structures suffer excessive deformations
or damages resulting from the increased earth pressure during the earthquakes.
Inclusion of vertical compressible layers called as cushion layer can be a
solution to increase the stability of the retaining structures in seismic regions.
In the literature, two different compressible materials as geofoam and tire
wastes-sand mixtures are studied to mitigate earthquake-induced dynamic earth
pressures against rigid walls. This study proposes a seismic cushion material
as tire crumb-sand mixture in decreasing structural hazard of retaining wall
during earthquake loadings. Previous
researches showed that the cushion thickness plays an important role on the
seismic performance of retaining structures. The aim of this study is to
determine the optimum seismic cushion thickness/height ratio (t/H) to increase
the seismic performance of the wall. Both wall height and cushion thicknesses
vary to achieve the desired cushion dimensions.
A typical
retaining wall with a tire waste-sand cushion is modelled by a finite element
program called PLAXIS. This paper
presents a series of numerical simulations to investigate the effects of
dimensions of compressible tire waste-sand cushion to attenuate dynamic loads
against rigid retaining walls. In addition, this research is an attempt towards
developing an environmentally friendly earthquake resistant technique that has
a reasonably good balance of cost and performance for improving the seismic
performance of retaining structures. 

References

  • Bathurst, R.J., Zarnani, S. & Gaskin A. 2007. Shaking table testing of geofoam seismic buffers. Soil Dynamics and Earthquake Engineering, 27(4), 324–332. Cagatay, A. 2008. Investigation of the effect of tire waste inclusions on the shear strength parameters of sand, MSc Thesis, Boğaziçi University (in English).
  • Edinçliler, A. & Toksoy Y.S. 2014. Investigation on Effects of Tire Crumb Cushion on Seismic Performance of Retaining Wall. TC207 Soil Structure Interaction and Retaining Walls, 16-18 June, St. Petersburg, Russia.
  • Edinçliler, A. & Toksoy Y.S. 2017. Effects of Ground Motion Characteristics on the Seismic Performance of Retaining Walls with Tire Waste Cushion. 16th World Conference on Earthquake Engineering, 16WCEE 2017 Santiago Chile.
  • Edincliler, A. 2008. Using waste tire–soil mixtures for embankment construction. In: International Workshop on Scrap Tire Derived Geomaterials ‘‘Opportunities and Challenges”. Kanto Branch of Japanese Geotechnical Society, 319–328.
  • Edinçliler, A., Baykal, G., & Saygılı A. 2010. Influence of different processing techniques on the mechanical properties of used tires in embankment construction. Waste Management, 30, 1073–1080.
  • Hazarika, H., Kohama, E., & Sugano T. 2008. Shaking Table Tests on Waterfront Structures Protected with Tire Chips Cushion, Journal of Geotechnical and Environmental Engineering, ASCE, 134-11.
  • Hazarika, H., Okuzono, S., & Matsuo Y. 2003. Seismic stability enhancement of rigid nonyielding structures. In: Proceedings of the 13th (2003) International Offshore and Polar Engineering Conference, Honolulu, HI, USA, 25–30 May 2003, 1244–1249.
  • Horvath, J.S. 1997. Compressible inclusion function of EPS geofoam. Geotextiles and Geomembranes, 15(1-3), 77–120.
  • Karpurapu, R. & Bathurst R.J. 1992. Numerical investigation of controlled yielding of soil-retaining wall structures. Geotextiles and Geomembranes, 11, 115–31.
  • Partos, A.M. & Kazaniwsky P.M. 1987. Geoboard reduces lateral earth pressures. In: Proceedings of Geosynthetics’87, Industrial Fabrics Association International. New Orleans, LA, USA, 628–39.
  • Pierce, C.E. & Blackwell M.C. 2003. Potential of scrap tire rubber as lightweight aggregate in flowable fill. Waste Management, 23, 197–208.
  • Ravichandran, N. & Huggins L. 2014. Applicability of Shredded Tire Chips as a Light Weight Retaining Wall Backfill in Seismic Regions. Geo-Congress 2014, 3336-3505.
  • Yildiz, O. 2012. Investigation on the mitigation of earthquake hazards with inclusion of tire wastes into the sand. M.Sc. Dissertation, Boğaziçi University, Istanbul, Turkey.
  • Zarnani, S., & Bathurst R.J. 2008. Numerical Modelling of EPS Seismic Buffer Shaking Table Tests. Geotextiles and Geomembranes, 26, 371– 383.
  • Zarnani, S., & Bathurst R.J. 2007. Experimental investigation of EPS geofoam seismic buffers using shaking table tests. Geosynthetics International, 14(3), 165–177.
  • Zarnani, S., Bathurst, R.J. & Gaskin A. 2005. Experimental investigation of geofoam seismic buffers using a shaking table. In: Proceedings of the North American Geosynthetics Society (NAGS)/GRI19 Conference, Las Vegas, NV, USA.
Year 2018, Volume: 2 Issue: 2, 69 - 78, 01.12.2018

Abstract

References

  • Bathurst, R.J., Zarnani, S. & Gaskin A. 2007. Shaking table testing of geofoam seismic buffers. Soil Dynamics and Earthquake Engineering, 27(4), 324–332. Cagatay, A. 2008. Investigation of the effect of tire waste inclusions on the shear strength parameters of sand, MSc Thesis, Boğaziçi University (in English).
  • Edinçliler, A. & Toksoy Y.S. 2014. Investigation on Effects of Tire Crumb Cushion on Seismic Performance of Retaining Wall. TC207 Soil Structure Interaction and Retaining Walls, 16-18 June, St. Petersburg, Russia.
  • Edinçliler, A. & Toksoy Y.S. 2017. Effects of Ground Motion Characteristics on the Seismic Performance of Retaining Walls with Tire Waste Cushion. 16th World Conference on Earthquake Engineering, 16WCEE 2017 Santiago Chile.
  • Edincliler, A. 2008. Using waste tire–soil mixtures for embankment construction. In: International Workshop on Scrap Tire Derived Geomaterials ‘‘Opportunities and Challenges”. Kanto Branch of Japanese Geotechnical Society, 319–328.
  • Edinçliler, A., Baykal, G., & Saygılı A. 2010. Influence of different processing techniques on the mechanical properties of used tires in embankment construction. Waste Management, 30, 1073–1080.
  • Hazarika, H., Kohama, E., & Sugano T. 2008. Shaking Table Tests on Waterfront Structures Protected with Tire Chips Cushion, Journal of Geotechnical and Environmental Engineering, ASCE, 134-11.
  • Hazarika, H., Okuzono, S., & Matsuo Y. 2003. Seismic stability enhancement of rigid nonyielding structures. In: Proceedings of the 13th (2003) International Offshore and Polar Engineering Conference, Honolulu, HI, USA, 25–30 May 2003, 1244–1249.
  • Horvath, J.S. 1997. Compressible inclusion function of EPS geofoam. Geotextiles and Geomembranes, 15(1-3), 77–120.
  • Karpurapu, R. & Bathurst R.J. 1992. Numerical investigation of controlled yielding of soil-retaining wall structures. Geotextiles and Geomembranes, 11, 115–31.
  • Partos, A.M. & Kazaniwsky P.M. 1987. Geoboard reduces lateral earth pressures. In: Proceedings of Geosynthetics’87, Industrial Fabrics Association International. New Orleans, LA, USA, 628–39.
  • Pierce, C.E. & Blackwell M.C. 2003. Potential of scrap tire rubber as lightweight aggregate in flowable fill. Waste Management, 23, 197–208.
  • Ravichandran, N. & Huggins L. 2014. Applicability of Shredded Tire Chips as a Light Weight Retaining Wall Backfill in Seismic Regions. Geo-Congress 2014, 3336-3505.
  • Yildiz, O. 2012. Investigation on the mitigation of earthquake hazards with inclusion of tire wastes into the sand. M.Sc. Dissertation, Boğaziçi University, Istanbul, Turkey.
  • Zarnani, S., & Bathurst R.J. 2008. Numerical Modelling of EPS Seismic Buffer Shaking Table Tests. Geotextiles and Geomembranes, 26, 371– 383.
  • Zarnani, S., & Bathurst R.J. 2007. Experimental investigation of EPS geofoam seismic buffers using shaking table tests. Geosynthetics International, 14(3), 165–177.
  • Zarnani, S., Bathurst, R.J. & Gaskin A. 2005. Experimental investigation of geofoam seismic buffers using a shaking table. In: Proceedings of the North American Geosynthetics Society (NAGS)/GRI19 Conference, Las Vegas, NV, USA.
There are 16 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Articles
Authors

Ayşe Edinçliler

Yasin Sait Toksoy This is me

Publication Date December 1, 2018
Published in Issue Year 2018 Volume: 2 Issue: 2

Cite

APA Edinçliler, A., & Toksoy, Y. S. (2018). Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall. Eurasian Journal of Civil Engineering and Architecture, 2(2), 69-78.
AMA Edinçliler A, Toksoy YS. Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall. EJCAR. December 2018;2(2):69-78.
Chicago Edinçliler, Ayşe, and Yasin Sait Toksoy. “Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall”. Eurasian Journal of Civil Engineering and Architecture 2, no. 2 (December 2018): 69-78.
EndNote Edinçliler A, Toksoy YS (December 1, 2018) Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall. Eurasian Journal of Civil Engineering and Architecture 2 2 69–78.
IEEE A. Edinçliler and Y. S. Toksoy, “Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall”, EJCAR, vol. 2, no. 2, pp. 69–78, 2018.
ISNAD Edinçliler, Ayşe - Toksoy, Yasin Sait. “Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall”. Eurasian Journal of Civil Engineering and Architecture 2/2 (December 2018), 69-78.
JAMA Edinçliler A, Toksoy YS. Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall. EJCAR. 2018;2:69–78.
MLA Edinçliler, Ayşe and Yasin Sait Toksoy. “Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall”. Eurasian Journal of Civil Engineering and Architecture, vol. 2, no. 2, 2018, pp. 69-78.
Vancouver Edinçliler A, Toksoy YS. Effects of Dimensions of Tire Waste Cushion on Seismic Performance of Retaining Wall. EJCAR. 2018;2(2):69-78.

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