Abstract
This study examines the small-strain dynamic properties of mixtures composed of sandy and gravelly soils with granulated tire rubber in terms of shear modulus (GO), and damping ratio in shear (Dmin). Torsional resonant column tests are performed on dry, dense specimens of soil-rubber mixtures in a range of soil to rubber particles size 5:1–1:10 and rubber content from 0 to 35% by mixture weight. The experimental results indicate that the response of the mixtures is significantly affected by the content of rubber and the relative size of rubber to soil particles. Concering the small-strain shear modulus, an equivalent void ratio is introduced that considers the volume of rubber particles as part of the total volume of voids. Based on a comprehensive set of test results a series of equations were developed that can be used to evaluate the shear modulus and damping ratio at small shear strain levels if the confining pressure, the content of rubber by mixture weight, the grain size of soil and rubber particles, and the dynamic and physical properties of the intact soil are known.
Similar content being viewed by others
References
Abichou T, Tawfiq K, Edil T, Benson C (2004) Behavior of a soil-tire shreds backfill for modular block-wall. Recycled Materials in Geotechnics, Geotechnical Special Publication, ASCE, No. 127, 162–172
Ahmed I (1993) Laboratory study on properties on rubber soils. Report No. FHWA/IN/JHRP-93/4, Joint Highway Research Project, Indiana Department of Transportation, USA
Anastasiadis A, Pitilakis K, Senetakis K (2009) Dynamic shear modulus and damping ratio curves of sand/rubber mixtures. In: Proceedings of the earthquake geotechnical engineering satellite conference, XVIIth international conference on soil mechanics & geotechnical engineering, Alexandria, Egypt
Anastasiadis A, Senetakis K, Pitilakis K, Gargala C, Karakasi I (2012) Dynamic behavior of sand/rubber mixtures, Part I: Effect of rubber content and duration of confinement on small-strain shear modulus and damping ratio. J ASTM Int 9(2) (available online at www.astm.org)
ASTM (1992) Standard test methods for modulus and damping of soils by the resonant column method: D4015-92. Annual Book of ASTM Standards, ASTM International
Bosscher PJ, Edil TB, Eldin N (1993) Construction and performance of shredded tire test embankment. Report, Transportation Research Board, Washington, pp 44–52
Bosscher PJ, Edil TB, Kuraoka S (1997) Design of highway embankments using tire chips. J Geotech Geoenviron Eng ASCE 123(4):295–304
Darendeli MB (2001) Development of a new family of normalized modulus reduction and material damping curves. Ph.D. Dissertation, University of Texas at Austin, USA
Drnevich V (1967) Effects of strain history on the dynamic properties of sand. Ph.D. Dissertation, University of Michigan, USA
Edeskar T (2006) Use of tyre shreds in civil engineering applications—Technical and environmental properties. PhD Dissertation, Lulea University of Technology, Department of Civil and Environmental Engineering, Division of Mining and Geotechnical Engineering, Sweden
Edil TB (2004) A review of mechanical and chemical properties of shredded tires and soil mixtures. In: Aydilek AH, Wartman J (eds) Recycled materials in geotechnics, geotechnical special publication, No. 127, ASCE, pp 1–21
Edil TB, Bosscher PJ (1992) Development of engineering criteria for shredded waste tires in highway applications. Final Report to Wisconsin Departments of Transportation and Natural Resources, Research Report GT-92-9, Madison
Edil TB, Bosscher PJ (1994) Engineering properties of tire chips and soil mixtures. Geotech Test J 17(4):453–464
Edincliler A (2007) Using waste tire-soil mixtures for embankment construction. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 319–328
Feng Z-Y, Sutter KG (2000) Dynamic properties of granulated rubber/sand mixtures. Geotech Test J 23(3):338–344
Foose GJ, Benson CH, Bosscher PJ (1996) Sand reinforced with shredded waste tires. J Geotech Eng 122(9):760–767
Hazarika H (2007) Structural stability and flexibility during earthquakes using tyres (SAFETY)—A novel application for seismic disaster mitigation. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 115–125
Hazarika H, Yasuhara K, Karmokar A, Mitarai Y (2007) Shaking table test on liquefaction prevention using tire chips and sand mixture. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 215–222
Hazarika H, Kohama E, Sugano T (2008) Underwater shake table tests on waterfront structures protected with tire chips cushion. J Geotech Geoenviron Eng ASCE 134(12):1706–1719
Hoppe EJ (1994) Field study of a shredded tire embankment. Report, VTRC 94-IR1, Virginia Transportation Research Council, USA
Humphrey D (2004) Effectiveness of design guidelines for use of tire derived aggregate as lightweight embankment fill. Recycled Materials in Geotechnics, Geotechnical Special Publication, ASCE, No. 127, 61–74
Humphrey D (2007) Tire derived aggregate as lightweight fill for embankments and retaining walls. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 59–81
Humphrey D, Manion W (1992) Properties of tire chips for lightweight fill. Grouting Soil Improv Geosynth 2:1344–1355
Humphrey D, Sandford T (1993) Tire chips as lightweight subgrade fill and retaining wall backfill. In: Proceedings of recycling ahead, October 19–22, Denver, USA
Humphrey D, Cosgrove T, Whetten NL, Herbert R (1997) Tire chips reduce lateral earth pressure against the walls of a rigid frame bridge. Seminar on rehabilitation and upgrades in civil and environmental engineering, ASCE
Hyodo M, Yamada S, Orense R, Okamoto M, Hazarika H (2007) Undrained cyclic shear properties of tire chip-sand mixtures. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 187–196
Kaneda K, Hazarika H, Yamazaki H (2007) The numerical simulation of earth pressure reduction using tire chips in backfill. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 245–251
Karmokar A (2007) Use of scrap tire derived shredded geomaterials in drainage application. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 127–138
Kawata S, Hyodo M, Orense P, Yamada S, Hazarika H (2007) Undrained and drained shear behavior of sand and tire chips composite material. In: Hazarika and Yasuhara (eds) Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 277–283
Kim H-K, Santamarina JC (2008) Sand-rubber mixtures (large rubber chips). Can Geotech J 45:1457–1465
Lee JH, Salgado R, Bernal A, Lovell CW (1999) Shredded tires and rubber-sand as lightweight backfill. J Geotech Geoenviron Eng 125(2):132–141
Masad E, Taha R, Ho C, Papagiannakis T (1996) Engineering properties of tire/soil mixtures as a lightweight fill material. Geotech Test J 19(3):297–304
Menq FY (2003) Dynamic Properties of Sandy and Gravelly Soils. Ph.D. Dissertation, University of Texas at Austin, USA
Pamukcu S, Akbulut S (2006) Thermoelastic enhancement of damping of sand using synthetic ground rubber. J Geotech Geoenviron Eng ASCE 132(4):501–510
Pitilakis K, Anastasiadis A, Pitilakis D, Trevlopoulos K, Senetakis K (2010) Advances in Performance-Based Earthquake Engineering, Chapter 6: Elastic demand spectra. Geotechnical, Geological, and Earthquake Engineering, Fardis M. (Ed.), Vol. 13, Part I, pp 89–99
Pitilakis K, Trevlopoulos K, Anastasiadis A, Senetakis K (2011) Seismic response of structures on improved soil. In: Proceedings of the 8th international conference on structural dynamics (EURODYN2011), Leuven, Belgium
Reddy KR, Saichek RE (1998) Characterization and performance assessment of shredded scrap tires as leachate drainage material in landfills. In: Proceedings of the 14th international conference on solid waste technology and management, Philadelphia, USA
Saxena SK, Reddy KR (1989) Dynamic moduli and damping ratios for Monterey No.0 sand by resonant column tests. Soils and Foundations. Jpn Soc Soil Mech Found Eng 29(2):37–51
Senetakis K (2011) Dynamic properties of granular soils and mixtures of typical sands and gravels with recycled synthetic materials. Ph.D. Dissertation, Department of Civil Engineering, Aristotle University of Thessaloniki, Greece (in Greek)
Senetakis K, Anastasiadis A, Trevlopoulos K, Pitilakis K (2009) Dynamic Response of SDOF systems on soil replaced with sand/rubber mixture. In: Proceedings of the ECOMAS thematic conference on computation methods in structural dynamics and earthquake engineering, Rhodes, Greece
Senetakis K, Anastasiadis A, Pitilakis K (2011a) Experimental investigation of the dynamic properties of granular soil/rubber mixtures using a resonant column device. In: Proceedings of the 5th international conference on earthquake geotechnical engineering, Santiago, Chile
Senetakis K, Anastasiadis A, Pitilakis K (2011b) Dynamic properties of dry sand/rubber (RSM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes. Soil Dyn Earthq Eng (accepted for publication, October 2011)
Senetakis K, Anastasiadis A, Pitilakis K, Souli A (2012) Dynamic behavior of sand/rubber mixtures, Part II: Effect of rubber content on G/Go-γ-DT curves and volumetric threshold strain. J ASTM Int 9(2) (available online at www.astm.org)
Tsang H-H (2008) Seismic isolation by rubber-soil mixtures for developing countries. Earthquake Eng Struc Dyn 37:283–303
Uchimura T, Chi N, Nirmalan S, Sato T, Meidani M, Towhata I (2007) Shaking table tests on effect of tire chips and sand mixture in increasing liquefaction resistance and mitigating uplift of pipe. In: Hazarika and Yasuhara (eds) Proceedings, international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan, pp 179–186
Wichtmann T, Triantafyllidis Th (2009) Influence of the grain-size distribution curve of quartz sand on the small strain shear modulus Gmax. J Geotech Geoenviron Eng ASCE 135(10):1404–1418
Wu WY, Benda CC, Cauley RF (1997) Triaxial determination of shear strength of tire chips. J Geotech Geoenviron Eng 123(5):479–482
Zornberg JG, Carbal AR, Viratjandr C (2004a) Behaviour of tire shred–sand mixtures. Can Geotech J 41:227–241
Zornberg J, Christopher B, LaRocque C (2004b) Applications of tire bales in transportation projects. Recycled Materials in Geotechnics, Geotechnical Special Publication, ASCE, No. 127, pp 42–60
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Anastasiadis, A., Senetakis, K. & Pitilakis, K. Small-Strain Shear Modulus and Damping Ratio of Sand-Rubber and Gravel-Rubber Mixtures. Geotech Geol Eng 30, 363–382 (2012). https://doi.org/10.1007/s10706-011-9473-2
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10706-011-9473-2