Effect of inclusion of crumb rubber on the unconfined compressive strength and wet-dry durability of cement stabilized clayey soil

Jitendra Singh Yadav, Suresh Kumar Tiwari



In the present study, the effect of inclusion of waste crumb rubber and cement on the unconfined compressive strength and wet-dry durability of clayey soil has been investigated. Crumb rubber and cement were added to clayey soil at ranges of 2.5%-10% and 3%-6% respectively. The results of the investigation revealed that the incorporation of crumb rubber influenced the unconfined compressive strength, axial strain at failure, energy absorption capacity and wet-dry durability of the cement-stabilized clay. The study reveals that as the content of crumb rubber in the cement-stabilized clayey soil increases the unconfined compressive strength decreases but prosperously changes the behavior of the cement-stabilized clay from brittle to ductile. The axial strain corresponding to peak axial stress and energy absorption capacity of the specimens can be increased by limiting the content of crumb rubber up to 5%. The weight loss of the cement-stabilized clay mixed with crumb rubber increases as the content of crumb rubber increases. With the prolongation of the curing period, the weight loss of cement-stabilized clay mixed with crumb rubber decreases. Further, the weight loss of 90 days cured specimens of clayey soil incorporated with 6% cement and crumb rubber up to 5% meets the recommendation of the material to be used in construction of road pavements as a base, sub-base, and shoulder. Most importantly, the utilization/disposal of this hazardous waste material reduces its impact on environment and health.

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Akbulut, S., Arasan, S., Kalkan, E. (2007). Modification of clayey soils using scrap tire rubber and synthetic fibers. Appl. Clay Sci. 38, 23–32.

Al-Tabbaa, A., Blackwell, O., Porter, S.A. (1997). An Investigation into the Geotechnical Properties of Soil-Tyre Mixtures. Environ. Technol. 18, 855–860.

ASTM D 6270 - 98, Standard Practice for Use of Scrap Tires in Civil Engineering Applications.

ATMA (2015). Traction, A newsletter of Automotive Tyre Manufacturers Association, 5(4),1-16. Available online in: http://www.atmaindia.org/pdf/traction-newsletter-aug-2015.pdf

Beena, A., Binod, T., Janak, K. (2016). Geotechnical Properties of Clays Modified with Recycled Crumb Rubber, in: Geotechnical and Structural Engineering Congress 2016. pp. 1404–1413.

Benazzouk, A., Douzane, O., Langlet, T., Mezreb, K., Roucoult, J. M., & Quéneudec, M. (2007). Physico-mechanical properties and water absorption of cement composite containing shredded rubber wastes. Cement and Concrete Composites, 29(10), 732-740.

Bhattacharja, S., Bhatty, J. (2003). Comparative Performance of Portland Cement and Lime in Stabilization of Moderate to High Plasticity Clay Soils. Portl. Cem. Assoc.

Cabalar, A. F. and Karabash, Z. (2015). California Bearing Ratio of a Sub-Base Material Modified With Tire Buffings and Cement Addition, Journal of Testing and Evaluation, 43(6), 1–9.

Cabalar, A.F., Karabash, Z., Mustafa, W.S. (2014). Stabilising a clay using tyre buffings and lime. Road Mater. Pavement Des. 15, 872–891.

Cokca, E., Yilmaz, Z. (2004). Use of rubber and bentonite added fly ash as a liner material. Waste Manag. 24, 153–164.

Guleria, S.P., Dutta, R.K. (2011). Unconfined Compressive Strength of Fly Ash – Lime – Gypsum Composite Mixed with Treated Tire Chips. J. Mater. Civ. Eng. 23, 1255–1263.

Guleria, S.P., Dutta, R.K. (2012). Effect of addition of tire chips on the unconfined compressive strength of fly ash-lime-gypsum mixture. Int. J. Geotech. Eng. 6, 1–13.

Guleria, S.P., Dutta, R.K. (2013). Durability and leachate analysis of fly ash–lime-gypsum composite mixed with treated tire chips. Journal of GeoEngineering, 8(2), 33-40.

Hambirao, G.S., Rakaraddi, P.G. (2014). Soil Stabilization Using Waste Shredded Rubber Tyre Chips. IOSR J. Mech. Civ. Eng. 11, 20–27.

Ho, M., Chan, C. (2010). The Potential of Using Rubberchips as a Soft Clay Stabilizer Enhancing Agent. Mod. Appl. Sci. 4, 122–131.

IRC:SP:89 (2010). Guidelines for Soil and Granular Material Stabilization using cement lime &fly ash, published by Indian Roads Congress, New Delhi.

IS : 1498( 1970).Classification and Identification of Soils for General Engineering Purposes, Bureau of Indian Standards, New Delhi (ReaffIrmed 2007).

IS : 2720 (1980). Methods of Test for Soils, Determination of Water Content-Dry Density Relation using Heavy Compaction, Part VIII, Bureau of Indian Standards, New Delhi (Reaffirmed 2011).

IS : 2720 (1991). Methods of Test for Soils, determination of unconfined compression test, Part X, Bureau of Indian Standards, New Delhi (Reaffirmed 2006).

IS : 4332 (1968). Methods of test for stabilized soils,Part IV wetting and drying and freezing and thawing tests for compacted soil-cement mixtures.

Kim, Y.T., Kang, H.S. (2013). Effects of Rubber and Bottom Ash Inclusion on Geotechnical Characteristics of Composite Geomaterial. Mar. Georesources Geotechnol. 31, 71–85.

Otoko, G.R., Pedro, P.P. (2014). Cement Stabilization of Laterite and Chikoko Soils Using Waste Rubber Fibre. Int. J. Eng. Sci. Res. Technol. 3, 130–136.

Prasad, A.S., Ravichandran, P.T., Annadurai, R., Rajkumar, P.R.K. (2014). Study on Effect of Crumb Rubber on Behavior of Soil. Int. J. Geomatics Geosci. 4, 579–584.

Robani, A.R., Chan, B.C.M. (2008). Unconfined compressive strength of clay stabilized with cement-rubber chips. In: Seminar on Unconfined compressive strength of clay stabilized with cement-rubber chips, UTHM.

Shahin, M., Hong, L. (2010). Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays, in: Ground Improvement and Geosynthetics - Proceedings of the GeoShanghai International Conference (2010). pp. 181–186.

Srivastava, A., Pandey, S., Rana, J. (2014). Use of shredded tyre waste in improving the geotechnical properties of expansive black cotton soil. Geomech. Geoengin. 9, 303–311.

Tang, C., Shi, B., Gao, W., Chen, F., Cai, Y. (2007). Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotext. Geomembranes 25, 194–202.

Wang, F. C., & Song, W. (2015). Effects of crumb rubber on compressive strength of cement-treated soil. Archives of Civil Engineering, 61(4), 59-78.

Yadav, J.S., Tiwari, S.K. (2016). Behaviour of cement stabilized treated coir fibre-reinforced clay-pond ash mixtures. J. Build. Eng. 8, 131–140.

Yoshio Mitarai, Yoshiaki Kikuchi, Kazuya Yasuhara, Jun Otani, T.N. (2008). The Ductility of Cement Treated Clay with Added Scrape Tire Chips and the change of its Permeability Under Shear Deformation. Japanese Society Civ. Eng. 64, 181–196 (In Japanese).

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