Stabilising the cohesive soil with palm fibre sheath strip

References

• Ahmed, A. (2012). Simplified regression model to predict the strength of reinforced sand with waste polystyrene plastic type. Geotechnical and Geological Engineering, 30(4), 963–973. doi: 10.1007/s10706-012-9519-0
   Google Scholar
• Al Wahab, R. M., & El-Kedrah, M. M. (1995). Using fibers to reduce tension cracks and shrink/swell in compacted clays. In Y. B. Acar & D. E. Daniel (Eds.), Geoenvironment 2000, Geotechnical Special Publication No. 46 (Vol. 1, pp. 791–805). Reston: ASCE.
   Google Scholar
• Andersland, O. B., & Khattak, A. S. (1979, March 20–22). Shear strength of kaolinite/fiber soil mixtures. Proceeding of the international conference on soil reinforcement, (Vol. 1, pp. 11–16). Paris, France.
   Google Scholar
• Athanasopoulos, G. A. (1996). Results of direct shear tests on geotextile reinforced cohesive soil. Geotextiles and Geomembranes, 14(11), 619–644. doi: 10.1016/S0266-1144(97)00002-2
   Web of Science ®Google Scholar
• Ayyar, T. S. R., Nair, C. G. R., & Nair, N. B. (2002). Comprehensive reference book on coir Geotextiles. Trivandrum: Center for development of coir technology (C-DOCT).
   Google Scholar
• Babu, G. L. S., & Vasudevan, A. K. (2007). Evaluation of strength and stiffness response of coir fiber-reinforced soil. Ground Improvement, 11(3), 111–116. doi: 10.1680/grim.2007.11.3.111
   Google Scholar
• Babu, G. L. S., & Vasudevan, A. K. (2008). Strength and stiffness response of coir fiber-reinforced tropical soil. Journal of Materials in Civil Engineering, 20(9), 571–577. doi: 10.1061/(ASCE)0899-1561(2008)20:9(571)
   Web of Science ®Google Scholar
• Babu, G. L. S., Vasudevan, A. K., & Sayida, M. K. (2008). Use of coir fibers for improving the engineering properties of expansive soils. Journal of Natural Fibers, 5(1), 6–75.
   Google Scholar
• Benson, C. H., & Khire, M. U. (1994). Reinforcing sand with strips of reclaimed high-density polyethylene. Journal of Geotechnical Engineering ASCE, 120(5), 838–855. doi: 10.1061/(ASCE)0733-9410(1994)120:5(838)
   Google Scholar
• Casagrande, M. D. T., Coop, M. R., & Cesar, C. N. (2006). Behavior of a fiber reinforced bentonite at large shear displacements. Journal of Geotechnical and Geoenvironmental Engineering, 132(11), 1505–1508. doi: 10.1061/(ASCE)1090-0241(2006)132:11(1505)
   Web of Science ®Google Scholar
• Dutta, R. K., & Sarda, V. K. (2007). CBR behaviour of waste plastic strip-reinforced stone dust/fly ash overlying saturated clay. Turkish Journal of Engineering and Environmental Sciences, 31, 171–182.
   Google Scholar
• Dutta, R. K., & Venkatappa Rao, G. (2004, October 3–6). Engineering properties of sand reinforced with strips from waste plastic. In Proceedings of the international conference on geotechnical engineering, Sharjah, UAE, 186–193.
   Google Scholar
• Feuerharmel, M. R. (2000). Analysis of the behavior of polypropylene fiber-reinforced soils (MSc dissertation). Federal Univ. of Rio Grande do Sul, Porto Alegre, Brazil (in Portuguese).
   Google Scholar
• Girish, M. S., & Ayyar, T. S. R. (2000, December 13–15). Improvement of durability of coir geotextiles. Proceedings Geotext Determination conference, (Vol. 1, pp. 309–310). Bombay, India.
   Google Scholar
• Gray, D. H., & Maher, M. H. (1989, August 13–18). Admixture stabilization of sand with discrete, randomly distributed fibers. Proc XIIth international conference on SMFE, Rio de Janeiro, Brazil, 1363–1366.
   Google Scholar
• Izgin, M., & Wasti, Y. (1998). Geomembrane–sand interface frictional properties as determined by inclined board and shear box test. Geotextiles and Geomembranes, 16(4), 207–219. doi: 10.1016/S0266-1144(98)00010-7
   Google Scholar
• Kumar, R., Kanaujia, V. K., & Chandra, D. (1999). Engineering behaviour of fibre-reinforced pond ash and silty sand. Geosynthetics International, 6(6), 509–518. doi: 10.1680/gein.6.0162
   Web of Science ®Google Scholar
• Kumar, S., & Tabor, E. (2003). Strength characteristics of silty clay reinforced with randomly oriented nylon fibers. Electronic Journal of Geotechnical Engineering, 8(Bundle B). Retrieved from http://www.ejge.com/2003/Ppr0310/Abs0310.htmhttp://www.ejge.com/2003/Ppr0310/Abs0310.htm
   Google Scholar
• Maher, M. H., & Ho, Y. C. (1994). Mechanical properties of kaolinite/fiber soil composite. Journal of Geotechnical and Geoenvironmental Engineering, 120(8), 1381–1393. doi: 10.1061/(ASCE)0733-9410(1994)120:8(1381)
   Web of Science ®Google Scholar
• Maheswari, C. U., Guduri, B. R., & Rajulu, A. V. (2008). Properties of lignocelluloses Tamarind fruit fibres. Journal of Applied Polymer Science, 110, 1986–1989. doi: 10.1002/app.27915
   Web of Science ®Google Scholar
• Mohanty, A. K., Misra, M., & Hinrichsen, G. (2000). Biofibres, biodegradable polymers and biocomposites: An overview. Macromolecular Materials and Engineering, 276/277, 1–24. 58. doi: 10.1002/(SICI)1439-2054(20000301)276:1<1::AID-MAME1>3.0.CO;2-W
   Web of Science ®Google Scholar
• Montardo, J. P., Prietto, P. D. M., & Pasa, G. S. (2002). Engineering behavior of a sand reinforced with plastic waste. Journal of Geotechnical and Geoenvironmental Engineering ASCE, 128(6), 462–472. doi: 10.1061/(ASCE)1090-0241(2002)128:6(462)
   Web of Science ®Google Scholar
• Mwasha, P. A. (2009). Coir fiber: A sustainable engineering material for the Caribbean environment. College of the Bahamas Research Journal, 15, 36–44.
   Google Scholar
• Naeini, S. A., & Sadjadi, S. M. (2008). Effect of waste polymer materials on shear strength of unsaturated clays. Electronic Journal of Geotechnical Engineering, 13 (Bund. K), 1–12.
   Google Scholar
• Nataraj, M. S., & McManis, K. L. (1997). Strength and deformation properties of soils reinforced with fibrillated fibers. Geosynthetics International, 4(1), 65–79. doi: 10.1680/gein.4.0089
   Web of Science ®Google Scholar
• Ozkul, Z. H., & Baykal, G. (2007). Shear behavior of compacted rubber fiber-clay composite in drained and undrained loading. Journal of Geotechnical and Geoenvironmental Engineering, 133(7), 767–781. doi: 10.1061/(ASCE)1090-0241(2007)133:7(767)
   Web of Science ®Google Scholar
• Pradhan, P. K., Kar, R. K., & Naik, A. (2012). Effect of random inclusion of polypropylene fibers on strength characteristics of cohesive soil. Geotechnical and Geological Engineering, 30, 15–25. doi: 10.1007/s10706-011-9445-6
   Google Scholar
• Rajuru, A. V., Rao, G. B., Rao, R. P., Reddy, A. M. S., He, J., & Zhang, J. (2002). Properties of ligno-cellulose fiber hildegardia. Journal of Applied Polymer Science, 84(12), 2216–2221. doi: 10.1002/app.10442
   Web of Science ®Google Scholar
• Rao, G. V., & Balan, K. (2000). Coir geotextiles-emerging trends. Alappuzha: Kerala State Coir Corporation Limited.
   Google Scholar
• Rao, G. V., Dutta, R. K., & Ujwala, D. (2005). Strength characteristics of sand reinforced with coir fibers and coir Geotextiles. Electronic Journal of Geotechnical Engineering, 10(Bundle G). Retrieved from http://ejge.com/2005/Ppr0602/Ppr0602.htmhttp://ejge.com/2005/Ppr0602/Ppr0602.htm
   Google Scholar
• Satyanarayana, K. G., Pillai, C. K. S., Sukumaran, K., Pillai, S. G. K., Rohatgi, P. K., & Vijayan, K. (1982). Structure property studies of fibres from various parts of the coconut tree. Journal of Materials Science, 17, 2453–2462. doi: 10.1007/BF00543759
   Web of Science ®Google Scholar
• Tang, C. S., Shi, B., & Gu, K. (2011). Microstructural study on interfacial interactions between fiber reinforcement and soil. Journal of Engineering Geology, 19(4), 610–614.
   Google Scholar
• Vinod, P., Bhaskar, A., & Lekshmi, C. S. (2007). Triaxial compression of clay reinforced with sand-coir fiber core. Geotechnical Testing Journal, 30(4), 333–336.
   Web of Science ®Google Scholar
• Wasti, Y., & Ozduzgun, Z. B. (2001). Geomembrane–geotextile interface shear properties as determined by inclined board and direct shear box test. Geotextiles and Geomembranes, 19(1), 45–57. doi: 10.1016/S0266-1144(00)00002-9
   Web of Science ®Google Scholar
• Wei, L., Chai, S. X., Cai, H. Z., Wang, X. Y., Li, M., & Yang, J. W. (2010). Physical and mechanical properties of wheat straw and unconfined compressive strength of inshore saline soil reinforced with wheat straw. CHN Civil Engineering Journal, 43(3), 93–98.
   Google Scholar
• Yetimoglu, T., & Salbas, O. (2003). A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotextiles and Geomembranes, 21(2), 103–110. doi: 10.1016/S0266-1144(03)00003-7
   Web of Science ®Google Scholar
• Zeigler, S., Leshchinsky, H. I. L., & Perry, E. D. (1998). Effect of short polymeric fibers on crack development in clays. Soils Found, 38(1), 247–253. doi: 10.3208/sandf.38.247
   Google Scholar