Effect of scrap tyre on strength properties of untreated and lime-treated clayey sand

References

• Abbasi, N., & Mahdieh, M. (2018). Improvement of geotechnical properties of silty sand soils using natural pozzolan and lime. International Journal of Geo-Engineering, 9, 4. doi:10.1186/s40703-018-0072-4
   Web of Science ®Google Scholar
• Al-Swaidani, A., Hammoud, I., & Meziab, A. (2016). Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil. Journal of Rock Mechanics and Geotechnical Engineering, 8 (5), 714–725. doi:10.1016/j.jrmge.2016.04.002
   Web of Science ®Google Scholar
• ASTM C25-11. (2011). Standard test methods for chemical analysis of limestone, quicklime, and hydrated lime. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D4318. (2010). Standard test methods for liquid limit, plastic limit, and plasticity index of soil (Vol. 04.08). West Conshohocken, PA: Annual Book of ASTM Standards.
   Google Scholar
• ASTM D698. (2012). Standard test method for laboratory compaction characteristics of soil using standard effort (Vol. 04.08). West Conshohocken, PA: Annual Book of ASTM Standards.
   Google Scholar
• Bell, F. G. (1996). Lime stabilization of clay minerals and soil. Engineering Geology, 42 (4), 223–237. doi:10.1016/0013-7952(96)00028-2
   Web of Science ®Google Scholar
• Bernal, A., Lovell, C. W., & Salgado, R. (1996). Laboratory study on the use of tire shreds and rubber-sand in backfilled and reinforced soil applications. Joint Highway Research Project, 96(12). doi:10.5703/1288284313259
   Google Scholar
• Boardman, D. I., Glendinning, S., & Rogers, C. F. D. (2001). Development of stabilization and solidification in lime –clay mixes. Geotechnique, 51(6), 533–543. doi:10.1680/geot.2001.51.6.533
   Web of Science ®Google Scholar
• Calik, U., & Erol, S. (2014). Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite. Natural Hazards, 71(3), 1289–1303. doi:10.1007/s11069-014-1033-7
   Web of Science ®Google Scholar
• Cambi, C., Carrisi, S., & Comodi, P. (2012). Use of the methylene blue stain test to evaluate the efficiency of lime treatment on selected clayey soils. Journal of Geotechnical and Geoenvironmental Engineering, 138(9), 1147–1150. doi:10.1061/(ASCE)GT.1943-5606.0000687
   Web of Science ®Google Scholar
• Cuisinier, O., Auriol, J.-C., Le Borgne, T., & Deneele, D. (2011). Microstructure and hydraulic conductivity of a compacted lime-treated soil. Engineering Geology, 123(3), 187–193. doi:10.1016/j.enggeo.2011.07.010
   Web of Science ®Google Scholar
• Ghazavi, M., & Sakhi, M. A. (2005). Optimization of aspect ratio of waste tire shreds in sand shred mixtures using CBR tests. Geotechnical Testing Journal, 28(6), 1–6. doi:10.1520/GTJ12126
   Web of Science ®Google Scholar
• Jahandari, S., Li, J., Saberian, M., & Shahsavarigoughari, M. (2017). Experimental study of the effects of geogrids on elasticity modulus, brittleness, strength, and stress-strain behavior of lime stabilized kaolinitic clay. GeoResJ, 13, 49–58. doi:10.1016/j.grj.2017.02.001
   Google Scholar
• Jahandari, S., Saberian, M., Zivari, F., Li, J., Ghasemi, M., & Vali, R. (2017). Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid. International Journal of Geotechnical Engineering, 13, 172–183.
   Web of Science ®Google Scholar
• Jahandari, S., Toufigh, M. M., Li, J., & Saberian, M. (2017). Laboratory study of the effect of degrees of saturation on lime concrete resistance due to the groundwater level increment. Geotechnical and Geological Engineering, 36, 413–424.
   Web of Science ®Google Scholar
• Jan, U., Sonthwal, V. K., Duggal, A. K., Rattan, E. J. S., & Irfan, M. (2015). Soil stabilization using shredded rubber tyre. International Research Journal of Engineering and Technology, 2(9), 741–744.
   Google Scholar
• Mashiri, M. S., Vinod, J. S., Neaz Sheikh, M., & Tsang, H. (2015). Shear strength and dilatancy behavior of sand–tyre chips mixtures. Soils and Foundations, 55(3), 517–528. doi:10.1016/j.sandf.2015.04.004
   Web of Science ®Google Scholar
• Pettinari, M., Dondi, G., Sangiorgi, C., & Petretto, F. (2013). The use of cryogenic crumb rubber in the cold recycling technique. Airfield and Highway Pavement, Los Angles, California, United States, 20132013, 1088–1099.
   Google Scholar
• Rahgozar, M. A., & Saberian, M. (2016). Geotechnical properties of stabilized peat soil with shredded waste tyre chips. Mires and Peat, 18(03), 1–12, doi:10.19189/MaP.2015.OMB.205
   Google Scholar
• Ravichandran, P. T., Shiva Prasad, A., Divya Krishnan, K., & Kannan Rajkumar, P. R. (2016). Effect of addition of waste tyre crumb rubber on weak soil stabilisation. Indian Journal of Science and Technology, 9(5), 0974–6846. doi:10.17485/ijst/2016/v9i5/87259
   Google Scholar
• Runigo, B., Cuisinier, O., Cui, Y. J., Ferber, V., & Deneele, D. (2009). Impact of the initial state on fabric and permeability of a lime treated silt under long term leaching. Canadian Geotechnical Journal, 46 (11), 1243–1257. doi:10.1139/T09-061
   Web of Science ®Google Scholar
• Saberian, M., Jahandari, S., Li, J., & Zivari, F. (2017). Effect of curing, capillary action, and groundwater level increment on geotechnical properties of lime concrete: Experimental and prediction studies. Journal of Rock Mechanics and Geotechnical Engineering, 9(4), 638–647. doi:10.1016/j.jrmge.2017.01.004
   Web of Science ®Google Scholar
• Saberian, M., Mehrinejad Khotbehsara, M., Jahandari, S., Vali, R., & Li, J. (2017). Experimental and phenomenological study of the effects of adding shredded tire chips on geotechnical properties of peat. International Journal of Geotechnical Engineering, 12, 347–356.
   Web of Science ®Google Scholar
• Saberian, M., Li, J., Nguyen, B., & Wang, G. (2018). Permanent deformation behaviour of pavement base and subbase containing recycle concrete aggregate, coarse and fine crumb rubber. Construction and Building Materials, 178, 51–58. doi:10.1016/j.conbuildmat.2018.05.107
   Web of Science ®Google Scholar
• Saberian, M., & Rahgozar, M. A. (2016). Geotechnical properties of peat soil stabilised with shredded waste tyre chips in combination with gypsum, lime or cement. Mires and Peat, 18(16), 1–16. 10.19189/MaP.2015.OMB.211.
   Google Scholar
• Sameer, S., Giridhar, K., & Murali Krishna, Y. (2016). Strength improvement of subgrade soil by mixing shredded rubber tyres. International Journal of Innovative Research in Science, Engineering and Technology, 5(10), 2347–6710. doi:10.15680/IJIRSET.2016.0510011
   Google Scholar
• Shoabjareh, S. S., Soltani, F., Heidaripanah, A., Jahandari, S., & Abedi, M. (2015). Laboratory study of the effect of temperature on strength and stress-strain curve of lime-stabilized soil. Bulletin of Environment, Pharmacology and Life Sciences, 4 (7), 376–381.
   Google Scholar
• Subramanian, R. M., & Jeyapriya, S. P. (2009). Study on effect of waste tiers in flexible pavement system, Indian Geotechnical Society Chennai Chapter, Students Paper Competition.
   Google Scholar
• Vali, R., Khotbehsara, E. M., Saberian, M., Li, J., Mehrinejad, M., & Jahandari, S. (2017). A three-dimensional numerical comparison of bearing capacity and settlement of tapered and under-reamed piles. International Journal of Geotechnical Engineering, 13, 236–248. doi:10.1080/19386362.2017.1336586
   Web of Science ®Google Scholar
• Yadav, J. S., & Tiwari, S. K. (2017). Evaluation of the strength characteristics of cement-stabilized clay–crumb rubber mixtures for its sustainable use in geotechnical applications. Environment, Development and Sustainability, 20, 1961–1985.
   Web of Science ®Google Scholar
• Yoon, Y. W., Cheon, S. H., & Kang, D. S. (2004). Bearing capacity and settlement of tire-reinforced sands. Geotextiles and Geomembranes, 22(5), 439–453. doi:10.1016/j.geotexmem.2003.12.002
   Web of Science ®Google Scholar
• Youwai, S., & Bergado, D. T. (2003). Strength and deformation characteristics of shredded rubber tire–sand mixtures. Canadian Geotechnical Journal, 40(2), 254–264. doi:10.1139/t02-104
   Web of Science ®Google Scholar
• Zorenberg, J. G., Viratjandr, C., & Cabral, A. R. (2004). Behaviour of tire shred-sand mixtures. Canadian Geotechnical Journal, 41(2), 227–241. doi:10.1139/t03-086
   Web of Science ®Google Scholar