TECHNICAL NOTES
Jan 29, 2011

Determination of Elastic Constants of Frozen Rubber-Sand Mixes by Ultrasonic Testing

Publication: Journal of Cold Regions Engineering
Volume 25, Issue 4

Abstract

This technical note presents measurements of ultrasonic velocities of compressional and shear waves in frozen ground-rubber-sand mixtures at various mixing ratios and subfreezing temperatures. Test results showed that ultrasonic velocities of compressional and shear waves increased with descending temperature, while the addition of rubber decreased both the compressional- and shear-wave velocity; namely, the higher the rubber content in the mixture, the lower the measured ultrasonic wave velocity. Based on the elastic wave theory and measured ultrasonic wave velocities, the dynamic elastic properties were determined. The results indicate that the elastic properties of rubber-mixed sand change with temperature and rubber-mixing ratio. The dynamic elastic modulus and dynamic shear modulus increased with a decrease in temperature. The deformation characteristics and rigidity of the frozen mixtures can be controlled with the addition of ground rubber to sand. The Poisson’s ratios ranged between 0.34 and 0.20.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was financially supported by the Korean Ministry of Construction & Transportation and the Korea Institute of Construction Technology (Project No. UNSPECIFIED06D03).

References

Anderson, D. M., and Morgenstern, N. R. (1973). “Physics, chemistry and mechanics of frozen ground: A review.” Proc., 2nd Int. Conf. on Permafrost, Yakutsk, U.S.S.R., 257–288.
ASTM D422. (2007). “Standard test method for particle-size analysis of soils.” (CD-ROM). ASTM, West Conshohocken, PA.
ASTM D698. (2007). “Standard test methods for laboratory compaction characteristics of soil.” (CD-ROM). ASTM, West Conshohocken, PA.
ASTM D4318. (2005). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” (CD-ROM). ASTM, West Conshohocken, PA.
ASTM D6270. (2008). “Standard practice for use of scrap tires in civil engineering applications.” (CD-ROM). ASTM, West Conshohocken, PA.
Attom, M. F. (2005). “The use of shredded waste tires to improve the geotechnical engineering properties of sands.” Environ. Geol., 49(4), 497–503.
Cetin, H., Fener, M., and Gunaydin, O. (2006). “Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material.” Eng. Geol., 88(1–2), 110–120.
Christ, M., and Park, J. B. (2009). “Ultrasonic technique as tool for determining physical and mechanical properties of frozen soils.” Cold Reg. Sci. Technol., 58(3), 136–142.
Czajkowski, R. L. (1977). “The dynamic properties of frozen soils under cyclic triaxial loading conditions.” M.S. thesis, Michigan State Univ., East Lansing, MI.
Fukuda, M., and Sheng, Y. (1998). “Elasticity measurement of frozen silt by immersion ultrasonic sing-around method.” IEEE Ultrasonics Symp., 2, 1207–1210.
Ghazavi, M. (2004). “Shear strength characteristics of sand-mixed with granular rubber.” Geotech. Geol. Eng., 22(3), 401–416.
Kaplar, C. W. (1963). “Laboratory determination of the dynamic moduli of frozen soils and ice.” Proc. of the Permafrost Int. Conf., National Academy of Sciences, National Research Council, Washington, DC, 293–301.
Lee, J. H., Salgado, R., Bernal, A., and Lovell, C. W. (1999). “Shredded tires and rubber-sand as lightweight backfill.” J. Geotech. Geoenviron. Eng., 125(2), 132–141.
Masad, E., Taha, R., Ho, C., and Papagiannakis, T. (1996). “Engineering properties of tire/soil mixtures as a lightweight fill material.” Geotech. Test. J., 19(3), 297–304.
Nakano, Y., and Arnold, R. (1973). “Acoustic properties of frozen Ottawa sand.” Water Resour. Res., 9(1), 178–184.
Nakano, Y., Martin, R. J., and Smith, M. (1972). “Ultrasonic velocities of the dilatational and shear waves in frozen soils.” Water Resour. Res., 8(4), 1024–1030.
Phukan, A. (1985). Frozen ground engineering, Prentice-Hall, Englewood Cliffs, NJ, 336.
Stephenson, R. W. (1978). “Ultrasonic testing for determining dynamic soil moduli.” Dynamic Geotechnical Testing, ASTM STP 654, ASTM, West Conshohocken, PA, 179–195.
Stevens, H. W. (1973). “Viscoelastic properties of frozen soil under vibratory loads.” North America Contribution to the Proc. of the 2nd International Conf. on Permafrost, National Academy of Sciences, Washington, DC, 400–409.
Torrance, J. K., and Schellekens, F. J. (2006). “Chemical factors in soil freezing and frost heave.” Polar Record, 42(01), 33–42.
Ultrasonic Engineering Co. (1997). “Instruction and operation manual sing-around ultrasonic velocity meter MODEL UVM-2.” Ultrasonic Engineering Co., Japan.
Vinson, T. S., Wilson, C. R., and Bolander, P. (1980). “Dynamic properties of naturally frozen silt.” Proc. of the 6th National Meeting, Universities Council for Earthquake Engineering Research, Univ. of Illinois, Urbana, IL, 1315–1320.
Wang, D. Y., Zhu, Y. L., Ma, W., and Niu, Y. H. (2006). “Application of ultrasonic technology for physical-mechanical properties of frozen soils.” Cold Reg. Sci. Technol., 44(1), 12–19.
Wilson, C. R. (1982). “Dynamic properties of naturally frozen Fairbanks silt.” M.S. thesis, Oregon State Univ., Corvallis, OR.
Wu, W. Y., Benda, C. C., and Cauley, R. F. (1997). “Triaxial determination of shear strength of tire chips.” J. Geotech. Geoenviron. Eng., 123(5), 479–482.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 25Issue 4December 2011
Pages: 196 - 207

History

Received: May 18, 2009
Accepted: Jan 28, 2011
Published online: Jan 29, 2011
Published in print: Dec 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Martin Christ, Ph.D. [email protected]
Dept. of Civil & Environmental Engineering, Seoul National Univ., Republic of Korea (corresponding author). E-mail: [email protected]
Jun Boum Park [email protected]
Professor, Dept. of Civil & Environmental Engineering, Seoul National Univ., Republic of Korea. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share