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Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Waste material such as used tires is increasing every year, which poses environmental problems. However, such material has been used in several geotechnical applications as alternative lightweight backfill in highway embankments and/or behind retaining walls, providing environmental, economic and technical benefits. These applications require knowledge of engineering properties of soil-tire rubber mixtures. The present study aims to show the possibility of tire rubber usage in sand by evaluating the shear strength and deformability of sand mixed with granulated rubber, in weight percentages between 0 and 50%. The tire rubber content was found to influence the stress-strain and deformation behavior of the mixtures. The shear strength of sand mixed with 10% or 20% tire rubber was higher than that measured for sand only. However, the trend for TRC = 30–50% was different. Samples with a rubber content of 30-50% exhibited a rapid decrease in the stress ratio compared with that of sand. The major principal strain at maximum stress ratio was found to increase with increasing tire rubber content. However, it was observed that the lateral strains (minor and intermediate principal strains) of samples reduced significantly with the addition of tire rubber to the sand.
Wydawca
Rocznik
Strony
74--80
Opis fizyczny
Bibliogr. 22 poz., rys.
Twórcy
  • Civil Engineering Department, Thi Qar University, Iraq
  • Curtin University, Australia
Bibliografia
  • [1] M. F. Attom, "The use of shredded waste tires to improve the geotechnical engineering properties of sands," Environ. Geol., 49(4), 497–503 (2006).
  • [2] M. S. Mashiri, J. S. Vinod, M. N. Sheikh, and H. H. Tsang, "Shear strength and dilatancy behaviour of sand–tyre chip mixtures," Soils Found., 55(3), 517–528 (2015).
  • [3] E. T. Mohamad, N. Latifi, A. Marto, R. Moradi, and S. V. A. N. K. Abad, "Effects of relative density on shear strength characteristics of sand-tire chips mixture," EJGE, 18, 623–632 (2013).
  • [4] J. Dunham-Friel, and J. A. H. Carraro, "Shear strength and stiffness of expansive soil and rubber (ESR) mixtures in undrained axisymmetric compression," Geo-Frontiers Congress, Reston, VA, USA (2011).
  • [5] P. Anbazhagan, M. Mamatha, P. Soumyashree, N. Sushyam, T. P. Bharatha, and R. W. Vivekan, "Laboratory characterization of tyre crumbs soil mixture for developing low cost damping materials," IJEE, 4(6), 63–66(2011).
  • [6] M. Ehsani, N. Shariatmadaria, and S. M. Mirhosseini, "Experimental study on behavior of soil-waste tire mixtures," Scientia Iranica. Transaction A, Civil Eng., 24(1), 65–71(2017).
  • [7] C. Lee, Q. H. Truong, and J. S. Lee, "Cementation and bond of rubber–sand mixtures," Can. Geotech. J., 47(7), 763–774 (2010).
  • [8] S. M. Tafreshi, G. T. Mehrjardi, and A. R. Dawson, "Buried pipes in rubber-soil backfilled trenches under cyclic loading," J. Geotech. Geoenviron., 138(11), 1346–1356 (2012).
  • [9] M. Saberian, M. Mehrinejad Khotbehsara, S. Jahandari, R. Vali, and J. Li, "Experimental and phenomenological study of the effects of adding shredded tire chips on geotechnical properties of peat," Int. J. Geotech. Eng., 12(4), 347–356 (2018).
  • [10] A. Anastasiadis, K. Senetakis, K. Pitilakis, C. Gargala, and I. Karakasi, "Dynamic behavior of sand/rubber mixtures. Part I: Effect of rubber content and duration of confinement on smallstrain shear modulus and damping ratio," Journal of ASTM International, 9(2), 1–19 (2012b).
  • [11] T. B. Edil, and P. J. Bosscher, "Engineering properties of tire chips and soil mixtures," Geotech. Test J., 17(4), 453–464 (1994).
  • [12] G. J. Foose, C. H. Benson, and P. J. Bosscher, "Sand reinforced with shredded waste tires," Journal of Geotechnical Engineering, 122(9), 760-767 (1996).
  • [13] G. V. Rao, and R. K. Dutta, "Compressibility and strength behaviour of sand–tyre chip mixtures," Geotech. Geol. Eng., 24(3), 711–724(2006).
  • [14] S. Kawata, M. Hyodo, P. Orense, S. Yamada, and H. Hazarika, "Undrained and drained shear behavior of sand and tire chips composite material," Proceedings of the international workshop on scrap tire derived geomaterials—opportunities and challenges, Yokosuka, Japan (2007).
  • [15] M. Neaz Sheikh, M. S. Mashiri, J. S. Vinod, and H. H. Tsang, "Shear and compressibility behavior of sand–tire crumb mixtures," J. Mater. Civil Eng., 25(10), 1366–1374 (2012).
  • [16] S. Youwai, and D. T. Bergado, "Strength and deformation characteristics of shredded rubber tire sand mixtures," Can. Geotech. J, 40(2), 254–264 (2003).
  • [17] H. Cetin, M. Fener, and O. Gunaydin, "Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material," Eng. Geol., 88(1-2), 110–120 (2006).
  • [18] S. Akbulut, S. Arasan, and E. Kalkan, "Modification of clayey soils using scrap tire rubber and synthetic fibers," Appl. Clay Sci., 38(1-2), 23–32 (2007).
  • [19] P. Gotteland, S. Lambert, and L. Balachowski, "Strength characteristics of tyre chips-sand mixtures," Studia geotechnica et mechanica, 27(1-2), 55–66 (2005).
  • [20] A. H. Al-Rkaby, and Z. M. Alafandi, "Size Effect on the Unconfined Compressive Strength and Modulus of Elasticity of Limestone Rock," Electronic Journal of Geotechnical Engineering, 20(12), 1393–1401(2015).
  • [21] A. H. Al-Rkaby, A. Chegenizadeh, and H. R. Nikraz, "Cyclic behavior of reinforced sand under principal stress rotation," Journal of Rock Mechanics and Geotechnical Engineering, 9(4), 585–598(2017).
  • [22] A. H. Al-Rkaby, A. Chegenizadeh, and H. R. Nikraz, "Anisotropic strength of large scale geogrid-reinforced sand: experimental study," Soils Found., 57(4), 557–574 (2017).
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8f7cc1be-38bf-4514-93e5-b0bcf71a6b48
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