Effect of Freeze-Thaw Cycles on Strength Behavior of Compacted Chicken Quill-Clay Composite in Undrained Loading

References

• Acda, M. N. 2010. Waste chicken feather as reinforcement in cement-bonded composites. Philippine Journal of Science 139(2): 161–166.
   Google Scholar
• Akbulut, S., S. Arasan, and E. Kalkan. 2007. Modification of clayey soils using scrap tire rubber and synthetic fibers. Applied Clay Science 38(1–2): 23–32. doi:10.1016/j.clay.2007.02.001.
   Web of Science ®Google Scholar
• Amieva, E. J. C., C. Velasco-Santos, A. L. Martínez-Hernández, J. L. Rivera-Armenta, A. M. Mendoza-Martínez, and V. M. Castaño. 2014. Composites from chicken feathers quill and recycled polypropylene. Journal of Composite Materials 0(0): 1–9.
   Google Scholar
• ASTM D 2850. 2007. Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils. In Annual book of ASTM standards, Vol. 04.08, Philadelphia, PA: American Society for Testing and Materials.
   Google Scholar
• ASTM D 4318–00. 2000. Standard test method for liquid limit, plastic limit, and plasticity index of soils. In Annual book of ASTM standards, Vol. 04.08, Philadelphia, PA: American Society for Testing and Materials.
   Google Scholar
• ASTM D698. 1999. Standard test method for laboratory compaction characteristics of soil using standard effort. In Annual book of ASTM standards, Vol. 04.08, Philadelphia, PA: American Society for Testing and Materials.
   Google Scholar
• Bell, F. G. 1993. Engineering treatment of soils. London: E & FN Spon.
   Google Scholar
• BS 1377, Part 2. 1990. Methods of test for soils for civil engineering purposes. Classification tests. London: British Standards Institution.
   Google Scholar
• Cheng, S., K.-T. Lau, T. Liu, Y. Zhao, P.-M. Lam, and Y. Yin. 2009. Mechanical and thermal properties of chicken feather fiber/PLA green composites. Composites Part B: Engineering 40 (7):650–654. doi:10.1016/j.compositesb.2009.04.011.
   Web of Science ®Google Scholar
• Freilich, B. J., C. Li, and J. G. Zornberg 2010. Effective shear strength of fiber-reinforced clays, 9th International Conference on Geosynthetics, 23–27 May 2010, Brazil.
   Google Scholar
• Galán-Marín, C., C. Rivera-Gómez, and J. Petric. 2010. Clay-based composite stabilized with natural polymer and fibre. Construction and Building Materials 24: 1462–1468. doi:10.1016/j.conbuildmat.2010.01.008.
   Web of Science ®Google Scholar
• Ghazavi, M., and M. Roustaei. 2013. Freeze–thaw performance of clayey soil reinforced with geotextile layer. Cold Regions Science and Technology 89: 22–29. doi:10.1016/j.coldregions.2013.01.002.
   Web of Science ®Google Scholar
• Ghazavi, M., and M. Roustaie. 2010. The influence of freeze–thaw cycles on the unconfined compressive strength of fiber-reinforced clay. Cold Regions Science and Technology 61: 125–131. doi:10.1016/j.coldregions.2009.12.005.
   Web of Science ®Google Scholar
• Gullu, H., and K. Hazirbaba. 2010. Unconfined compressive strength and post-freeze-thaw behavior of fine-grained soils treated with geofiber and synthetic fluid. Cold Regions Science and Technology 62: 142–150. doi:10.1016/j.coldregions.2010.04.001.
   Web of Science ®Google Scholar
• Güllü, H., and A. Khudir. 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 106–107:55–65. doi:10.1016/j.coldregions.2014.06.008.
   Web of Science ®Google Scholar
• Hazirbaba, K., Y. Zhang, and J. L. Hulsey. 2011. Evaluation of temperature and freeze-thaw effects on excess pore pressure generation of fine-grained soils. Soil Dynamics and Earthquake Engineering 31: 372–384. doi:10.1016/j.soildyn.2010.09.006.
   Web of Science ®Google Scholar
• Hejazi, S. M., M. Sheikhzadeh, S. M. Abtahi, and A. Zadhoush. 2012. A simple review of soil reinforcement by using natural and synthetic fibers. Construction and Building Materials 30:100–16. doi:10.1016/j.conbuildmat.2011.11.045.
   Web of Science ®Google Scholar
• Huda, S., and Y. Yang. 2008. Composites from ground chicken quill and polypropylene. Composites Science and Technology 68(3–4): 790–798. doi:10.1016/j.compscitech.2007.08.015.
   Web of Science ®Google Scholar
• Jafari, M., and M. Esna-ashari. 2012. Effect of waste tire cord reinforcement on unconfined compressive strength of lime stabilized clayey soil under freeze–thaw condition. Cold Regions Science and Technology 82: 21–29. doi:10.1016/j.coldregions.2012.05.012.
   Web of Science ®Google Scholar
• Kamei, T., A. Ahmed, and T. Shibi. 2012. Effect of freeze–thaw cycles on durability and strength of very soft clay soil stabilised with recycled Bassanite. Cold Regions Science and Technology 82: 124–129. doi:10.1016/j.coldregions.2012.05.016.
   Web of Science ®Google Scholar
• Kumar, A., B. S. Walia, and J. Mohan. 2006. Compressive strength of fiber reinforced highly compressible clay. Construction and Building Materials 20 (10): 1063–1068. doi:10.1016/j.conbuildmat.2005.02.027.
   Web of Science ®Google Scholar
• Kvǽrnǿ, H. S., and L. Ǿygarden. 2006. The influence of freeze-thaw cycles and soil moisture on aggregate stability of three soils in Norway. Catena 67: 175–182. doi:10.1016/j.catena.2006.03.011.
   Web of Science ®Google Scholar
• Liu, J., T. Wang, and Y. Tian. 2010. Experimental study of the dynamic properties of cement- and lime-modified clay soils subjected to freeze–thaw cycles. Cold Regions Science and Technology 61: 29–33. doi:10.1016/j.coldregions.2010.01.002.
   Web of Science ®Google Scholar
• Maher, M. H., and Y. C. Ho. 1994. Mechanical properties of Kaolinite/Fiber soil composite. Journal of Geotechnical Engineering 120: 1381–1393. doi:10.1061/(ASCE)0733-9410(1994)120:8(1381).
   Google Scholar
• Mali, S., and B. Singh. 2014. Strength behaviour of cohesive soils reinforced with fibers. International Journal of Civil Engineering Research 5(4): 353–360.
   Google Scholar
• Mirzababaei, M., M. Miraftab, M. Mohamed, and P. McMahon. 2013. Unconfined compression strength of reinforced clays with carpet waste fibers. Journal of Geotechnical and Geoenvironmental Engineering 139(3): 483–493. doi:10.1061/(ASCE)GT.1943-5606.0000792.
   Web of Science ®Google Scholar
• Najjar, S. S., S. Sadek, and H. Taha. 2014. Use of hemp fibers in sustainable compacted clay systems. Geo-Congress 2014 Technical Papers@ sGeo-characterization and Modeling for Sustainability, 1415–24, Atlanta, Georgia February 23–26, USA, 2014: American Society of Civil Engineers.
   Google Scholar
• Nataraj, M. S., and K. L. McManis. 1997. Strength and deformation properties of soils reinforced with fibrillated fibers. Geosynthetics International 4(1): 65–79.
   Web of Science ®Google Scholar
• Olgun, M. 2013. The effects and optimization of additives for expansive clays under freeze―thaw conditions. Cold Regions Science and Technology 93: 36–46.
   Web of Science ®Google Scholar
• Ozkul, Z. H., and G. Baykal. 2007. Shear behavior of compacted rubber fiber-clay composite in drained and undrained loading. Journal of Geotechnical and Geoenvironmental Engineering 133(7): 767–781.
   Web of Science ®Google Scholar
• Prabakar, J., and R. S. Sridhar. 2002. Effect of random inclusion of sisal fibre on strength behavior of soil. Construction and Building Materials 16(2): 123–131.
   Web of Science ®Google Scholar
• Qi, J. L., W. Ma, and C. X. Song. 2008. Influence of freeze–thaw on engineering properties of a silty soil. Cold Regions Science and Technology 53(3): 397–404.
   Web of Science ®Google Scholar
• Shibi, T., and T. Kamei. 2014. Effect of freeze–thaw cycles on the strength and physical properties of cement-stabilised soil containing recycled bassanite and coal ash. Cold Regions Science and Technology 106: 36–45.
   Web of Science ®Google Scholar
• Uzun, M., E. Sancak, I. Patel, I. Usta, M. Akalın, and M. Yuksek. 2011. Mechanical behavior of chicken quills and chicken feather fibres reinforced polymeric composites. Archives of Materials Science and Engineering 52(2): 82–86.
   Google Scholar
• Vinod, P., A. B. Bhaskar, G. Sreelekshmy Pillai, and S. Sreehari. 2009. Use of sand–coir fiber composite columns in stabilization of soft clay deposits. Journal of Natural Fibers 6(3): 278–293.
   Web of Science ®Google Scholar
• Wasti, Y. 2007. Geosentetikler: Teori ve Uygulama. Ankara, Turkey (in Turkish).
   Google Scholar
• Yarbasi, N., E. Kalkan, and S. Akbulut. 2007. Modification of the geotechnical properties as influenced by freeze–thaw of granular soils with waste additives. Cold Regions Science and Technology 48: 44–54.
   Web of Science ®Google Scholar
• Zaimoglu, A. S. 2010. Freezing–thawing behavior of fine-grained soils reinforced with polypropylene fibers. Cold Regions Science and Technology 60: 63–65.
   Web of Science ®Google Scholar
• Zhan, M., and R. P. Wool. 2011. Mechanical properties of chicken feather fibers. Polymer Composites 32 (6): 937–944.
   Web of Science ®Google Scholar