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REFERENCES AASHTO, (2002), “Standard Specifications for Highway Bridges”, American Association of State Highway and Transportation Officials, Seventeenth Edition, Washington, DC, USA, 689 pages. Abdi, M. R. and M. A. Arjomand (2011). “Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand.” Geotextiles and Geomembranes, 29(6): pp.588-595. Abdi, M.R., Sadrnejad, A., Arjomand, M.A. (2009). “Strength enhancement of clay by encapsulating geogrids in thin layers of sand.” Geotextiles and Geomembranes , 27(6): pp.447-455. Al-Omari, R.R., Al-Dobaissi, H.H., Nazhat, Y.N., Al-Wadood, B.A. (1989). “Shear strength of geomesh reinforced clay.” Geotextiles and Geomembranes, 8(4): pp.325-336. Al-Omari, R.R., Hamodi, F.J.(1991). “Swelling resistant geogrid-a new approach for the treatment of expansive soils.” Geotextiles and Geomembranes, 10, pp.295-317. Alshibli, K.A. and S.Sture (1999). “Sand shear band thickness measurement by digital imaging techniques.” Journal of Computing in Civil Engineering, 13(2): pp.103-109. ASTM D422. “Standard test method for particle-size analysis of soils.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D698. “Standard test methods for laboratory compaction characteristics of soil using standard effort.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D854. “Standard test methods for specific gravity of soil solids by water pycnometer.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D2850. “Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D3080. “Standard test method for direct shear test of soils under consolidated drained conditions”. The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D4253. “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D4254. “Standard test methods for minimum index density and unit weight of soils using a vibratory table.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D4318. “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D4595. “Standard test method for tensile properties of geotextiles by the wide-width strip method.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D4718. “Standard practice for correction of unit weight and water content for soils containing oversize particles.” The American Society for Testing and Materials. West Conshohocken, PA, USA. ASTM D6241. “Standard test method for the static puncture strength of geotextiles and geotextile-related products using a 50-mm probe.” The American Society for Testing and Materials. West Conshohocken, PA,USA. ASTM D7181. “Standard test method for consolidated drained triaxial compression test for soils.” The American Society for Testing and Materials. West Conshohocken, PA, USA. Bardet, J. P. (1997. “Experimental soil mechanics.” Upper Saddle River, N.J., Prentice Hall. Bassett, A. K. and N. C. Last (1978). “Reinforcing earth below footings and embankments.” Proc. ASCE symbosium on earth reinforcement, Pittsburgh: pp.202-231. Bergado, D.T., Youwai, S., Hai, C.N., Voottipruex, P. (2001). “Interaction of nonwoven needle-punched geotextiles under axisymmetric loading conditions.” Geotextiles and Geomembranes, 19(5): pp.299-328. Cazzuffi, D., Venesia, S 1986. “The mechanical properties of geotextiles. Italian standard and inter laboratory test comparison.” Proceedings of the 3rd International Conference on Geotextiles, Vienna, Austria, pp.695-700. Chang, W.-Y. (2013). “Influence of reinforcement stiffness on the behavior of reinforced soil under triaxial compression tests.” Master thesis, NTUST,Taiwan,106 pages. Chegenizadeh, Amin and Nikraz, Hamid, (2011). “Compaction characteristics of reinforced clayey sand.” in Mittal, H. (ed), Proceedings of the International Conference on Science and Engineering (ICSE), RG Education Society, Rohtak, India, pp.352-355.
Elias, V., Christopher, B.R., and Berg, R.(2001). “Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines.” Report No. FHWA-NHI-00-043, National Highway Institute, Federal Highway Administration, Washington, D.C. March. Fabian, K. and A. Fourie (1986). “Performance of geotextile-reinforced clay samples in undrained triaxial tests.” Geotextiles and Geomembranes, 4(1): 53-63. Gray, D. H. and H. Ohashi (1983). “Mechanics of fiber reinforcement in sand.” Journal of Geotechnical Engineering, 109(3): pp.335-353. Haeri, S. M., R. Noorzad, et al. (2000). “Effect of geotextile reinforcement on the mechanical behavior of sand.” Geotextiles and Geomembranes, 18(6): 385-402. Indraratna, B., Satkunaseelan, K.S., Rasul, M.G.(1991). “Laboratory properties of a soft marine clay reinforced with woven and nonwoven geotextiles.” Geotechnical Testing Journal,GTJODJ, 14(3): pp.288-295. Ingold, T. S. and K. S. Miller (1982). “The performance of impermeable and permeable reinforcement in clay subject to undrained loading.” Quarterly Journal of Engineering Geology and Hydrogeology, 15(3): pp.201-208. Keskin, S.N., Omur Cimen, T.S Goksan, Soner Uzundrukan, M.Karpuzcu (2009). “Effect of geotextiles on the compaction properties of soils.” Second International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Near East University, Nicosia, North Cyprus. Latha, G. M. and V. S. Murthy (2007). “Effects of reinforcement form on the behavior of geosynthetic reinforced sand.” Geotextiles and Geomembranes, 25(1): pp.23-32. Mirzababaei, M., Miraftab, M., Mohamed, M., McMahon, P.,(2013). “Unconfined compression strength of reinforced clays with carpet waste fibers.” Journal of Geotechnical and Geoenvironmental Engineering, 139(3): pp.483-493. Mitchell, J.K., Villet, W.C.B., Bishop, J.A.(1987). “Reinforcement of earth slopes and embankments.” Transportation Research Board, National Research Council, Washington, D.C. Murphy, V. P. a. K., R. M., (1988). “CBR strength (puncture) of geosynthetics.” Geotechnical Testing Journal. GTJODJ, 11(3): pp.167-172. National Concrete Masonry Association, (1997). “Design Manual for Segmental Retaining Walls”, Collin, J., Editor, Second Edition, Herndon, Virginia, USA, 289 pages Nguyen, M.D., Yang, K.H., Lee, S.H., Tsai, M.H., Wu, C.S.(2013). “Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression.” Geosynthetics International, 20(3): pp.207-225. Noorzad, R. and S. H. Mirmoradi (2010). “Laboratory evaluation of the behavior of a geotextile reinforced clay.” Geotextiles and Geomembranes, 28(4): pp.386-392. Olson, R. E. (1989). “Notes on direct shear testing.” Department of Civil, Architectural and Environmental Engineering,University of Texas at Austin. Pham, T.Q., Wu, J.T.H.(2010). “An analytical model for evaluation of compaction-induced stresses in a reinforced soil mass.” International Journal of Geotechnical Engineering, 4: pp.549-556. Rawal, A., Kochhar, A., Gupta, A.(2011). “Biaxial tensile behavior of spunbonded nonwoven geotextiles.” Geotextiles and Geomembranes, 29(6): pp.596-599. Schlosser, F. and N. Long (1972). “La terre armée dans L'Echageur de sete.” Revue Genrale des Rates et des Aero-dromes, No.480. Schlosser, F. and N. T. Long (1973). “Etude du comportement du matériau terre armée.” Annles de l' Inst. Techq. du Batiment et des Trav. Publication Suppl. No.304.Sér. Matér. No.45. Sridharan, A., Murthy, B.R.S., Revanasiddappa, K.(1991).“Technique for Using Fine‐Grained Soil in Reinforced Earth.” Journal of Geotechnical Engineering, 117(8): pp.1174-1190. Unnikrishnan, N., Rajagopal, K., Krishnaswamy, N.R.(2002). “Behaviour of reinforced clay under monotonic and cyclic loading.” Geotextiles and Geomembranes, 20(2): pp.117-133. Yang, Z. (1972). “Strength and Deformation Characteristics of Reinforced Sand.” PhD. Thesis, University of California at Los Angeles, CA: 236 pages. Zornberg, J. G. and J. K. Mitchell (1994). “Reinforced soil structures with poorly draining backfills. Part I: Reinforcement Interactions and Functions.” Geosynthetics International, 1(2): pp.103-148. Zornberg, J. G. and J. K. Mitchell (1995). “Reinforced soil structures with poorly draining backfills. Part II: Case histories and applications.” Geosynthetics International, 2(1): pp.265-307.
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