The effects of different types of fibres and geotextiles for pavement design

References

• Al-Refeai, T. (1991). Behavior of granular soils reinforced with discrete randomly oriented inclusions. Geotextiles and Geomembranes, 10, 319–333. doi: 10.1016/0266-1144(91)90009-L
   Web of Science ®Google Scholar
• Arulrajah, A., Ali, M. M. Y., Disfani, M. M., & Horpibulsuk, S. (2014). Recycled-glass blends in pavement base/subbase applications: Laboratory and field evaluation. Journal of Materials in Civil Engineering, 26(7), 04014025. doi: 10.1061/(ASCE)MT.1943-5533.0000966
   Web of Science ®Google Scholar
• Arulrajah, A., Disfani, M. M., Haghighi, H., Mohammadinia, A., & Horpibulsuk, S. (2015). Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends. Construction and Building Materials, 84, 146–155. doi: 10.1016/j.conbuildmat.2015.03.048
   Web of Science ®Google Scholar
• Arulrajah, A., Rahman, M. A., Piratheepan, J., Bo, M. W., & Imteaz, M. A. (2014). Evaluation of interface shear strength properties of geogrid-reinforced construction and demolition materials using a modified large-scale direct shear testing apparatus. Journal of Materials in Civil Engineering, 26(5), 974–982. doi: 10.1061/(ASCE)MT.1943-5533.0000897
   Web of Science ®Google Scholar
• Bishop, A. W., & Henkel, D. J. (1969). The measurement of soil properties in the triaxial test. London: William Clowes.
   Google Scholar
• Chandrasekaran, B., Broms, B. B., & Wong, K. S. (1989). Strength of fabric reinforced sand under axisymmetric loading. Geotextiles and Geomembranes, 8, 293–310. doi: 10.1016/0266-1144(89)90013-7
   Web of Science ®Google Scholar
• Chao, S. H., Naaman, A. E., & Parra-Montesinos, G. J. (2009). Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composites. ACI Structural Journal, 106(6), 897–906.
   Web of Science ®Google Scholar
• Consoli, N. C., 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, 128(6), 462–472. doi: 10.1061/(ASCE)1090-0241(2002)128:6(462)
   Web of Science ®Google Scholar
• Dhand, V., Mittal, G., Rhee, K. Y., Park, S. J., & Hui, D. (2015). A short review on basalt fiber reinforced polymer composites. Composites Part B: Engineering, 73, 166–180. doi: 10.1016/j.compositesb.2014.12.011
   Web of Science ®Google Scholar
• Disfani, M. M., Tsang, H., Arulrajah, A., & Yaghoubi, E. (2017). Shear and compression characteristics of recycled glass-tire mixtures. Journal of Materials in Civil Engineering, 29(6), 06017003. doi: 10.1061/(ASCE)MT.1943-5533.0001857
   Web of Science ®Google Scholar
• El-Naggar, M., Kennedy, J. B., & Ibrahim, E. M. (1997). Mechanical properties of reinforced soil. Composites Part B: Engineering, 28(3), 275–286. doi: 10.1016/S1359-8368(96)00061-3
   Web of Science ®Google Scholar
• Eldin, N. N., & Senouci, A. B. (1992). Use of scrap tires in road construction. Journal of Construction Engineering and Management, 118(3), 561–576. doi: 10.1061/(ASCE)0733-9364(1992)118:3(561)
   Web of Science ®Google Scholar
• Eldin, N. N., & Senouci, A. B. (1993). Rubber-Tire Particles as Concrete Aggregate. Journal of Materials in Civil Engineering, 5(4), 478–496. doi: 10.1061/(ASCE)0899-1561(1993)5:4(478)
   Google Scholar
• FHWA-RD-01-118. (2001). . Performance Test for Geosynthetic Reinforced Soil Including Effects of Preloading. Research, Development, and Technology, Turner-Fairbank Highway Research Center, VA.
   Google Scholar
• Gray, D. H., & Al-Refeai, T. (1986). Behavior of Fabric-Versus Fiber-Reinforced Sand. Journal of Geotechnical Engineering, 112(8), 804–820. doi: 10.1061/(ASCE)0733-9410(1986)112:8(804)
   Google Scholar
• Gray, D. H., & Ohashi, H. (1983). Mechanics of fiber reinforcement in sand. Journal of Geotechnical Engineering, 109(3), 335–353. doi: 10.1061/(ASCE)0733-9410(1983)109:3(335)
   Google Scholar
• Grogan, P., & Johnson, G. (1994). Stabilization of high plasticity clay and silty sand by inclusion of discrete fibrillated polypropylene fibers for use in pavement subgrades (Technical report CPAR-GL-94-2). US Army Engineer Waterways Experiment Station, Vicksburg.
   Google Scholar
• Haeri, S. M., Noorzad, R., & Oskoorouchi, A. M. (2000). Effect of geotextile reinforcement on the mechanical behavior of sand. Geotextiles and Geomembranes, 18(6), 385–402. doi: 10.1016/S0266-1144(00)00005-4
   Web of Science ®Google Scholar
• Hamidi, A., & Hooresfand, M. (2013). Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotextiles and Geomembranes, 36, 1–9. doi: 10.1016/j.geotexmem.2012.10.005
   Web of Science ®Google Scholar
• Head, K. H. (1986). Manual of soil laboratory testing. London: Pentech Press.
   Google Scholar
• Hejazi, S. M., Sheikhzadeh M., Abtahi, S. M., & Zadhoush, A. (2012). A simple review of soil reinforcement by using natural and synthetic fibers. Construction and Building Materials, 30, 100–116. doi: 10.1016/j.conbuildmat.2011.11.045
   Web of Science ®Google Scholar
• Javadi, A. A., Ahangar-Asr, A., Faramarzi, A., & Mottaghifard, N. (2013). An EPR approach to the modeling of civil and geotechnical engineering systems. In X.-S. Yang, A. H. Gandomi, S. Talatahari, & A. H. Alavi (Eds.), Metaheuristics in water, geotechnical and transport engineering (311--326). Elsevier. doi: 10.1016/B978-0-12-398296-4.00013-1
   Google Scholar
• Khatip, Z. K., & Bayomy, F. M. (1999). Rubberized portland cement concrete. Journal of Materials in Civil Engineering, 11(3), 206–213. doi: 10.1061/(ASCE)0899-1561(1999)11:3(206)
   Web of Science ®Google Scholar
• Krishnaswamy, N. R., & Isaac, N. T. (1994). Liquefaction potential of reinforced sand. Geotextiles and Geomembranes, 13, 23–41. doi: 10.1016/0266-1144(94)90055-8
   Web of Science ®Google Scholar
• Kutanaei, S. S., & Choobbasti, A. J. (2016). Triaxial behavior of fiber-reinforced cemented sand. Journal of Adhesion Science and Technology, 30(6), 579–593. doi: 10.1080/01694243.2015.1110073
   Web of Science ®Google Scholar
• Latha, G. M., & Murthy, V. S. (2007). Effects of reinforcement form on the behavior of geosynthetic reinforced sand. Geotextiles and Geomembranes, 25, 23–32. doi: 10.1016/j.geotexmem.2006.09.002
   Web of Science ®Google Scholar
• Lee, K. L., Adams, B. D., & Vagneron, J. J. (1973). Reinforced earth retaining walls. Journal of Soil Mechanics and Foundations Division, ASCE, 99(SM10), 745–764.
   Google Scholar
• Lee, S. W., & Fishman, K. L. (1993). Waste products as highway materials in flexible pavement system. Journal of Transportation Engineering, 119(3), 433–449. doi: 10.1061/(ASCE)0733-947X(1993)119:3(433)
   Web of Science ®Google Scholar
• Li, C. (2005). Mechanical response of fiber-reinforced soil (PhD dissertation). University of Texas, Austin, TX.
   Google Scholar
• Ling, T. C., Nor, H. M., Hainin, M. R., & Chik, A. A. (2009). Laboratory performance of crumb rubber concrete block pavement. International Journal of Pavement Engineering, 10(5), 361–374. doi: 10.1080/10298430802342740
   Web of Science ®Google Scholar
• Maher M., & Gray D. H. (1990). Static Response of Sands Reinforced with Randomly Distributed Fibers. Journal of Geotechnical Engineering, 116(11), 1661–1677. doi: 10.1061/(ASCE)0733-9410(1990)116:11(1661)
   Google Scholar
• Michalowski, R. L., & Cermak, J. (2003). Triaxial compression of sand reinforced with fibers. Journal of Geotechnical and Geoenvironmental Engineering, 129(2), 125–136. doi: 10.1061/(ASCE)1090-0241(2003)129:2(125)
   Web of Science ®Google Scholar
• Mohajerani, A., Vajna, J., Cheung, T. H. H., Kurmus, H., Arulrajah, A., & Horpibulsuk, S. (2017). Practical recycling applications of crushed waste glass in construction materials: A review. Construction and Building Materials, 156, 443–467. doi: 10.1016/j.conbuildmat.2017.09.005
   Web of Science ®Google Scholar
• Naeini, S. A., & Gholampoor, N. (2014). Cyclic behaviour of dry silty sand reinforced with a geotextile. Geotextiles and Geomembranes, 42, 611–619. doi: 10.1016/j.geotexmem.2014.10.003
   Web of Science ®Google Scholar
• Nguyen, M. D., Yang, K. H., Lee, S. H., Wu, C. S., & Tsai, M. H. (2013). Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression. Geosynthetics International, 20(3), 207–225. doi: 10.1680/gein.13.00012
   Web of Science ®Google Scholar
• Park, S.S. (2009). Effect of fiber reinforcement and distribution on unconfined compressive strength of fiber-reinforced cemented sand. Geotextiles and Geomembranes, 27, 162–166. doi: 10.1016/j.geotexmem.2008.09.001
   Web of Science ®Google Scholar
• Presti, D. L., & Airey, G. (2013). Tyre rubber-modified bitumens development: The effect of varying processing conditions. Road Materials and Pavement Design, 14(4), 888–900. doi: 10.1080/14680629.2013.837837
   Web of Science ®Google Scholar
• Qian, Y., Mishra, D., Tutumluer, E., & Kazmee, H. E. (2015). Characterization of geogrid reinforced ballast behavior at different levels of degradation through triaxial shear strength test and discrete element modeling. Geotextiles and Geomembranes, 43, 393–402. doi: 10.1016/j.geotexmem.2015.04.012
   Web of Science ®Google Scholar
• Saidani, M., Saraireh, D., & Gerges, M. (2016). Behaviour of different types of fibre reinforced concrete without admixture. Engineering Structures, 113, 328–334. doi: 10.1016/j.engstruct.2016.01.041
   Web of Science ®Google Scholar
• Santoni, R. L., Tingle, J. S., & Webster, S. L. (2001). Engineering properties of sand-fiber mixtures for road construction. Journal of Geotechnical and Geoenvironmental Engineering, 127(3), 258–268. doi: 10.1061/(ASCE)1090-0241(2001)127:3(258)
   Web of Science ®Google Scholar
• Topcu, I. B. (1995). The properties of rubberized concretes. Cement and Concrete Research, 25(2), 304–310. doi: 10.1016/0008-8846(95)00014-3
   Web of Science ®Google Scholar
• Tutumluer, E., Kim, I., & Santoni, L. (2004). Modulus anisotropy and shear stability of geofiber-stabilized sands. Transportation Research Record: Journal of the Transportation Research Board, 1874, 125–135. doi: 10.3141/1874-14
   Web of Science ®Google Scholar
• Wu, J. T. H., & Pham, T. Q. (2013). Load-Carrying capacity and required reinforcement strength of closely spaced soil-geosynthetic composites. Journal of Geotechnical and Geoenvironmental Engineering, 139(9), 1468–1476. doi: 10.1061/(ASCE)GT.1943-5606.0000885
   Web of Science ®Google Scholar
• Yadav, J. S., & Tiwari, S. K. (2017). A study on the potential utilization of crumb rubber in cement treated soft clay. Journal of Building Engineering, 9, 177–191. doi: 10.1016/j.jobe.2017.01.001
   Web of Science ®Google Scholar
• Yang, X., & Han, J. (2013). Analytical model for resilient modulus and permanent deformation of geosynthetic-reinforced unbound granular material. Journal of Geotechnical and Geoenvironmental Engineering, 139(9), 1443–1453. doi: 10.1061/(ASCE)GT.1943-5606.0000879
   Web of Science ®Google Scholar
• Zhang, M. X., Zhou, H., Javadi, A. A., & Wang, Z. W. (2008). Experimental and theoretical investigation of strength of soil reinforced with multi-layer horizontal–vertical orthogonal elements. Geotextiles and Geomembranes, 26, 1–13. doi: 10.1016/j.geotexmem.2007.06.001
   Web of Science ®Google Scholar