Abstract
Sand-bentonite mixtures are used as a low permeability barrier in landfills. Due to evaporation of water, bentonite shrinks which results in a increase of the hydraulic conductivity and a decrease of the strength of the mixture. Recently, scrapped tyre chips are mixed with sand and bentonite mixture to decrease the desiccation shrinkage. Due to addition of tyre chips, the properties of the mixture may get seriously affected and become unsuitable as a liner material. Hence, it is quite essential to investigate the influence due to addition of the tyre chips on various geotechnical properties of mixture of sand and bentonite. A series of triaxial, consolidation and unconfined compressive strength experiments were carried out to study consolidation and hydraulic properties of mixtures of sand and bentonite reinforced with waste tyre chips. Bentonite and sand mixed in the proportion of 90% sand and 10% bentonite were mixed with 5, 10 and 15% of tyre chips. The results showed that the effective cohesion was increased up to 10% tyre chips content in the mixture and remained almost constant thereafter. It was also observed that the effective internal frictional angle increased due to addition of tyre chips. Post peak drop was less as the tyre chips percentage increased. However, the compressibility was found to decrease at 5 and 10% tyre chips content and slightly increased with further addition of tyre chips. The peak pore water pressure ratio was continuously decreased at all percentage of tyre chips. Failure strain was improved when increasing the tyre chips content in the mixture. Hydraulic conductivity and coefficient of consolidation was increased when increasing the tyre chips proportion in the mixture at all consolidating pressures.
Similar content being viewed by others
References
Abdi MR, Parsapajouh A, Arjomand MA (2008) Effects of random fiber inclusion on consolidation, hydraulic conductivity, swelling, shrinkage limit and desiccation cracking of clays. International Journal of Civil Engineering 6(4):284–292
Ahmed I, Lovell CW (1993) Rubber soils as lightweight Geomaterial. Transp Res Rec 1422:61–70
Al-Tabbaa A, Aravinthan T (1998) Natural clay-shredded tire mixtures as landfill barrier materials. Waste Manag 18(1):9–16
Asadzadeh M, Ersizad A (2013) Effect of tyre chips on geotechnical properties of clayey soil. 7th SASTech, International symposium on advances in science and technology, Iran
ASTM D2166 (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken, PA
ASTM D2435 (2011) Standard test method for one-dimensional consolidation properties of soils. ASTM International, West Conshohocken, PA
ASTM D422 (2002) Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken, PA
ASTM D427 (1998) Standard test method for shrinkage factors of soil by mercury method. ASTM International, West Conshohocken, PA
ASTM D4318 (2000) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken, PA
ASTM D4767 (2000) Standard test methods for consolidated undrained triaxial compression test for cohesive soils. ASTM International, West Conshohocken, PA
ASTM D6270 (1998) Standard practice for use of scrap tires in civil engineering applications. ASTM International, West Conshohocken, PA
ASTM D698 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM International, West Conshohocken, PA
ASTM D854 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM International, West Conshohocken, PA
Cerato AB, Lutenegger AJ (2002) Determination of surface area of fine-grained soils by the ethylene glycol monoethyl ether (EGME) method. Geotech Test J 25:1–7
Cetin H, Fener M, Gunaydin O (2006) Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material. Eng Geol 88(1):110–120
Cokca E, Yilmaz Z (2004) Use of rubber and bentonite added fly ash as a liner material. Waste Manag 24(2):153–164
Daniel DE, Benson CH (1990) Water content-density criteria for compacted soil liners. J Geotech Eng 116(12):1811–1830
Dove JE, Bents DD, Wang J, Gao B (2006) Particle-scale surface interactions of non-dilative interface systems. Geotext Geomembr 24(3):156–168
Edil TB, Bosscher PJ (1994) Engineering properties of tire chips and soil mixtures. Geotech Test J 17(4):453–464
Gacke S, Lee M, Boyd N (1997) Field performance and mitigation of shredded tire embankment. Transportation Research Record: Journal of the Transportation Research Board 1577:81–89
Graham J, Saadat F, Gray MN, Dixon DA, Zhang QY (1989) Strength and volume change behaviour of a sand-bentonite mixture. Can Geotech J 26(2):292–305
Ho MH, Chan CM, Bakar I (2010) One dimensional compressibility characteristics of clay stabilised with cement-rubber chips. International Journal of Sustainable Construction Engineering and Technology 1(2):91–104
Jigheh HS, Asadzadeh M, Marefat V (2014) Effects of tire chips on shrinkage and cracking characteristics of cohesive soils. Turk J Eng Environ Sci 37(3):259–271
Kim HK, Santamarina JC (2008) Sand-rubber mixtures (large rubber chips). Can Geotech J 45(10):1457–1466
Lamb TW, Whitman RV (1979) Soil mechanics. John Wiley and Sons Inc, New York
Li Z, Li F, Li JSL (1998) Properties of concrete incorporating rubber tyre particles. Mag Concr Res 50(4):297–304
Malekzadeh M, Bilsel H (2012) Swell and compressibility of fiber reinforced expansive soils. Journal of Advanced Technology in Civil Engineering 1(2):42–46
Marefat V, Jigheh HS (2011) Laboratory behaviour of clay-tyre mixtures. World Applied Science Journal 13(5):1035–1041
Mollins LH, Stewart DI, Cousens TW (1999) The drained strength of bentonite enhanced sand. Geotechnique 49(4):523–528
Morris PH, Graham J, Williams DJ (1992) Cracking in drying soils. Can Geotech J 29(2):263–277
Oikonomou N, Mavridou S (2009) The use of waste tyre in civil engineering work. In: Khatib JM (ed) Sustainability of construction materials. Cambridge University Press, Cambridge
Ozkul ZH, Baykal G (2007) Shear behaviour of compacted rubber fiber-clay composite in drained and undrained loading. J Geotech Geoenviron 133(7):767–781
Park JK, Kim JY, Edil TB (1993) Sorption capacity of shredded waste tires. In Symposium on geotechnics related to the european environment, Edited by R.W. Sarsby. Bolton, U.K. 341–348
Racana N, Grediac M, Gourves R (2003) Pull-out response of corrugated geotextile strips. Geotext Geomembr 21(5):265–288
Rayhani MHT, Yanful EK, Fakher A (2008) Physical modeling of desiccation cracking in plastic soils. Eng Geol 97:25–31
Sivakumar Babu GL, Vasudevan AK, Sayida MK (2008) Use of coir fibers for improving the engineering properties of expansive soil. Journal of Natural Fibers 5(1):61–75
Sridharan A, Gurtug Y (2004) Swelling behaviour of compacted fine grained soils. Eng Geol 72(1):9–18
Sridharan A, Rao AS, Sivapullaiah PV (1986) Swelling pressure of clays. ASTM Geotechnical Testing Journal 9(1):23–33
Srivastava A, Pandey S, Rana J (2014) Use of shredded tyre waste in improving the geotechnical properties of expansive black cotton soil. Geomechanics and Geoengineering 9(4):303–311
Tang CS, Shi B, Zhao LZ (2010) Interfacial shear strength of fiber reinforced soil. Geotext Geomembr 28(1):54–62
Tay Y, Stewart D, Cousens T (2001) Shrinkage and desiccation cracking in bentonite-sand landfill liners. Eng Geol 60:263–274
Taylor DW (1948) Fundamentals of soil mechanics. JohnWiley and Sons Inc., New York
Terzaghi K (1943) Theoretical soil mechanics. John Wiley & Sons, New York
Trouzine H, Bekhiti M, Asroun A (2012) Effects of scrap tyre rubber fibre on swelling behaviour of two clayey soils in Algeria. Geosynth Int 19(2):124–132
United States Environmental Protection Agency (USEPA) (1988) Design, construction and evaluation on of clay liners for waste management facilities. Technical Resource Document, Hazardous Waste Engineering Research Laboratory, Office of Research and Development, U. S. Environmental Protection Agency, Cincinnati, Ohio, EPA/530-SW- 86-007F, NTIS PB 86–184496
Xin L, He J, Liu H, Shen Y (2015) Potential of using cemented soil-tire chips mixture as construction fill, a laboratory study. J Coast Res 73(1):564–571
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Mukherjee, K., Mishra, A.K. The Impact of Scrapped Tyre Chips on the Mechanical Properties of Liner Materials. Environ. Process. 4, 219–233 (2017). https://doi.org/10.1007/s40710-017-0210-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40710-017-0210-6