Technical Notes
Nov 3, 2012

Improving Mechanical Properties of Sand Using Biopolymers

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 8

Abstract

Natural polymers (biopolymers) are discussed as environmentally friendly and sustainable grouting chemicals. This paper presents guidelines for selecting potentially useful biopolymers for strengthening cohesionless soil. Agar and six modified starches were identified for further study over a range of concentrations (1–4% agar and 0.5–1% starch). Experimental results demonstrated the compatibility of agar and starch. Depending on the biopolymer concentration, the unconfined compressive strength of the sand treated with agar and starch biopolymers ranged from 158 to 487 kPa. Triaxial compression tests over a range of confining pressures also indicated that the biopolymers effectively increased the cohesion intercept and stiffness of the treated sand.

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Acknowledgments

The first author acknowledges the Irish Research Council (IRC) for financial support under the Embark Postgraduate Research Scholarship Scheme 2010 (RS 2010/2571). Special thanks are also due to Mr. Marin Carney and Mr. Eoin Dunne for assistance in performing the laboratory tests.

References

Bouazza, A., Gates, W. P., and Ranjith, P. G. (2009). “Hydraulic conductivity of biopolymer treated silty sand.” Geotechnique, 59(1), 71–72.
Feldman, D. (1989). Polymeric building materials, Elsevier Science Publishers, Belfast, U.K.
Frost, J. D. (1989). “Studies on the monotonic and cyclic behavior of sands.” Technical Rep., Purdue Univ., West Lafayette, IN.
Karimi, S (1998). “A study of geotechnical applications of biopolymer treated soils with an emphasis on silt.” Ph.D. thesis, Univ. of Southern California, Los Angeles.
Khachatoorian, R., Petrisor, I. G., Kwan, C. C., and Yen, T. F. (2003). “Biopolymer plugging effect: Laboratory-pressurized pumping flow studies.” J. Pet. Sci. Eng., 38(1–2), 13–21.
Martin, G. R., Yen, T. F., and Karimi, S. (1996). “Application of biopolymer technology in silty soil matrices to form impervious barriers.” Proc., 7th Australia-New Zealand Geomechanics Conf., Institution of Engineers, Barton, ACT, Australia, 814–819.
Schneider, H. R., Chameau, J.-L., and Leonards, G. A. (1989). “Chemical impregnation of cohesionless soils.” ASTM Geotech. Test. J., 12(3), 204–210.
Sutterer, K. G., Frost, D. J., and Chameau, J.-L. A. (1996). “Polymer impregnation to assist undisturbed sampling of cohesionless soils.” J. Geotech. Eng., 122(3), 209–215.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139Issue 8August 2013
Pages: 1402 - 1406

History

Received: Feb 18, 2012
Accepted: Oct 31, 2012
Published online: Nov 3, 2012
Published in print: Aug 1, 2013

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Authors

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Hamid Reza Khatami [email protected]
Ph.D. Candidate, Dept. of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin 2, Ireland (corresponding author). E-mail: [email protected]
Brendan C. O’Kelly, Ph.D. [email protected]
Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Museum Building, Trinity College Dublin, Dublin 2, Ireland. E-mail: [email protected]

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