Abstract
Understanding effect of freezing phenomenon in a fiber-reinforced soil structure is essential to foundation technology, road construction and earthwork application in cold region. This research aims to present the results of experimental investigation relative to the unconsolidated-undrained triaxial compression behavior of fine-grained soil as a function of freeze-thaw cycles and fiber volume fractions. All measurements were carried out for 3 selected glass and basalt fiber fractions (0%, 0.5%, and 1%) and 5 selected freeze-thaw cycles (0, 2, 5, 10, and 15). It has been observed that for the studied soil, strength of unreinforced soil reduced with increasing number of the freeze-thaw cycles while fiber-reinforced soil shows greater effect and the strength reduction amount reduces from 40% to 18%. Moreover, the reduction trend for cohesion of the fiber-reinforced soil decreased, this was seen more prevalent on 1% glass fiber-reinforced soil. The resilient modulus of all specimens reduced with increasing number of the freezethaw cycles. The experimental results demonstrated that different fiber fractions and their mixtures could be employed as supplement additive to improve the freeze-thaw performance of cohesive soils for road construction and earthworks.
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Abdi, M. R., Parsapajouh, A., and Arjomand, M. A. (2008). “Effects of random fiber inclusion on consolidation, hydraulic conductivity, swelling, shrinkage limit and desiccation cracking of clays.” International Journal of Civil Engineering, Vol. 6, No. 4, pp. 284–292.
Andersland, O. B. and Ladanyi, B. (2004). Frozen Ground Engineering, 2nd ed. Co-published by American Society of Civil Engineers (ASCE Press), Reston, VA, and John Wiley & Sons New York.
Behbahani, B. A., Sedaghatnezhad, H., and Changizi, F. (2016). “Engineering properties of soils reinforced by recycled polyester fiber.” Journal of Mechanical and Civil Engineering (IOSR-JMCE), Vol. 13, No. 2, pp. 01–07.
Brady, N. C. and Weil, R. R. (2002). The nature and properties of soils, Upper Saddle River, New Jersey: Prentice Hall.
Chamberlain, E. J., Iskveer, I., and Hunsiker, S. E. (1990). “Effect of freeze-thaw on the permeability and macrostructure of soils.” Proc., Int. Symp. on Frozen Soil Impacts on Agricult., Range and Forest Lands, Spokane, WA, pp. 145–155.
Ghazavi, M. and Roustaei, M. (2010). “The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced clay.” Cold Regions Science and Technology, Vol. 61, pp. 125–131, DOI: 10.1016/j.coldregions.2009.12.005.
Ghazavi, M. and Roustaei, M. (2013). “Freeze-thaw performance of clayey soil reinforced with geotextile layer.” Cold Regions Science and Technology, Vol. 89, pp. 22–29, DOI: 10.1016/j.coldregions. 2013.01.002.
Gullu, H. and Khudir, A. (2014). “Effect of freeze-thaw cycles on unconfined compressive strength of fine-grained soil treated with jute fiber, steel fiber and lime.” Cold Regions Science and Technology, Vols. 106-107, pp. 55–65, DOI: 10.1016/j.coldregions.2014.06.008.
Hassini, S. (1992). “Some aspects of landfill design.” Environmental Geotechnology: Proc., Mediterranean Conf on Environment. Geotech. Cesme, Turkey. pp. 137–144.
Kinjal, S., Desai, A. K., and Solanki, C. H. (2012). “Experimental study on the Atterberg limits of expansive soil reinforced with polyester triangular fibers.” International Journal of Engineering Research and Applications, Vol. 2, No. 4, pp. 636–639.
Liu, J., Wang, T., and Tian, Y. (2010). “Experimental study of the dynamic properties of cement-and lime-modified clay soils subjected to freeze-thaw cycles.” Cold Regions Science and Technology, Vol. 61, pp. 29–33, DOI: 10.1016/j.coldregions.2010.01.002.
Miller, C. J. and Rifai, S. (2004). “Fiber reinforcement of waste containment soil liners.” Journal of Environmental Engineering, ASCE, Vol. 130, No. 8, pp. 891–895, DOI: 10.1061/(ASCE)0733-9372(2004)130:8(891).
Nataraj, M. S. and McManis, K. L. (1997). “Strength and deformation properties of soils reinforced with fibrillated fibers.” Geosynthetics International, Vol. 4, No. 1, pp. 65–79, DOI: 10.1680/gein.4.0089.
Ogata, N., Kataoka, T., and Komiya, A. (1985). “Effect of freezing–thawing on the mechanical properties of soil.” In: Kinosita, S., Fukuda, M. (Eds.), Proc., 4th Int. Symp. on Ground Freezing, Sapporo, Japan.
Roustaei, M., Eslami, A., and Ghazavi, M. (2015). “Effects of freezethaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters.” Cold Regions Science and Technology, Vol. 120, pp. 127–137, DOI: 10.1016/j.coldregions.2015. 09.011.
Singh, H. P. and Bagra, M. (2013). “Strength and stiffness response of Itanagar soil reinforced with jute fiber.” International Journal of Innovative Research in Science, Engineering and Technology, Vol. 2, No. 9, pp. 4358–4367, DOI: 10. 15680/IJIRSET.2014.0310034.
Singha, K. (2012). “A short review on basalt fiber.” International Journal of Textile Science, Vol. 1, No. 4, pp. 19–28, DOI: 10.5923/j.textile.20120104.02.
Usowicz, B., Lipiec, J., Usowicz, J. B., and Marczewski, W. (2013). “Effects of aggregate size on soil thermal conductivity: Comparison of measured and model-predicted data.” International Journal of Heat and Mass Transfer, Vol. 57, pp. 536–541.
Wang, D., Ma, W., Niu, Y. H., Chang, X., and Wen, Z. (2007). “Effects of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay.” Cold Regions Science and Technology, Vol. 48, pp. 34–43, DOI: 10.1016/j.coldregions.2006.09.008.
Wu, Y., Li, Y., and Niu, B. (2014). “Assessment of the mechanical properties of sisal fiber-reinforced silty clay using triaxial shear tests.” Scientific World Journal, Vol. 2014, pp. 1–9, DOI: 10.1155/2014/436231.
Zaimoglu, A. S. (2010). “Freezing-thawing behavior of fine-grained soils reinforced with polypropylene fibers.” Cold Regions Science and Technology, Vol. 60, pp. 63–65, DOI: 10.1016/j.coldregions.2009.07.001.
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Orakoglu, M.E., Liu, J. Effect of freeze-thaw cycles on triaxial strength properties of fiber-reinforced clayey soil. KSCE J Civ Eng 21, 2128–2140 (2017). https://doi.org/10.1007/s12205-017-0960-8
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DOI: https://doi.org/10.1007/s12205-017-0960-8