Asian Journal of Engineering and Applied Technology (AJEAT)
Study of Black Cotton Soil Characteristics with Molasses
Author : S. Vinodhkumar , P. Kulanthaivel , A. Kabilan and K. M. LokeshkannaVolume 7 No.1 Special Issue:April 2018 pp 73-77
Abstract
Civil engineering structure resting on expansive soil needs more attention since it causes undesirable engineering behavior when the soil comes in contact with water. The areas consisting of expansive soil need a proper stabilization method to solve the site problems faced by the civil engineers. Pavements constructed on such soil shows signs of damage continuously during the service life of the pavement eventually increase the maintenance costs. Stabilization of this soil is a usual practice for improving the strength. In this work an attempt was made on the utilization of Molasses with soil by adding various percentages of 5, 7.5, 10, 12.5 and 15% in soil and accessed their geotechnical behavior for different curing periods. The effects of Molasses treatment on the strength improvement of compacted expansive clays are studied based on Unconfined Compression tests for different curing periods of 0, 7 and 14 days. UCS performed on these mixes and identified that addition of Molasses attained high strength with the increasing percent of Molasses in soil. From the test results, it was observed that the UCS peak value were increases to 160%. From the experimental study, it is observed that the treatment of the expansive soil with the addition of Industrial waste material Molasses is more efficient in subgrade modification and other geotechnical applications.
Keywords
Molasses, Stabilization, UCS
Full Text:
References
[1] S. Vinodhkumar and S. Balaji, “Aartificial neural network modelling and economic analysis of black cotton soil subgrade stabilized with flyash and geotextile”, International journal of earth sciences and engineering, Vol. 9, No. 01, pp. 81-86, 2016.
[2] Neva Elias, “Strength Development of Soft Soil Stabilized with Waste paper sludge”, International Journal of Advanced Technology in Engineering and Science, Vol. 03, No. 01, January 2015.
[3] M.A`dams joe and A. Maria rajesh, “Soil Stabilization using Industrial Waste and Lime”, International Journal of Scientific Research Engineering & Technology (IJSRET), Vol. 4, No. 7, July 2015.
[4] Zamri bin chik et al., “Stabilization of Silty Clay Soil using Chloride Compounds”, Journal of engineering science and technology, Vol. 2, No. 1, 2007.
[5] S. Vinodhkumar, D. Ramya and P. Kulathaivel, “Index And Chemical Properties Of Black Cotton Soil Blended With Flyash”, International Journal of Research in Advanced Technology, Vol. 1, No. 6, 2016.
[6] K. Mahendran, “Utilization of Hypo Sludge for the Stabilization of Red Soils along with Cement and Molasses”, Indian Journal of Science and Technology, Vol. 9, No. 2, January 2016.
[7] Malhotra, Monica and Sanjeev Naval, “Stabilization of expansive soils using low cost materials”, International Journal of Engineering and Innovative Technology, Vol. 2, No. 11, 181-184, 2013.
[8] K. Divya Krishnan, “Study on Behaviour of Soil with Phosphogypsum as Stabiliser”, Indian Journal of Science and Technology, Vol. 9, No. 23, 2016.
[9] Chakraborty, Arunav, Archita Borah and Debangana Sharmah, “Stabilization of Expansive Soil using Sugarcane Straw Ash (SCSA)”, ADBU Journal of Engineering Technology, Vol. 4, 2016.
[10] D. Ramya and S. Vinodhkumar, “Development of Support Vector Machine Model to Predict Stability of Slopes Based on Bound Theorems”, International Journal of Engineering and Technology, Vol. 9, No. 2, Apr-May 2017.
[11] K. Mallikarjuna Rao and G. V. Rama Subbarao, “Optimum fly ash for mechanical stabilization of expansive soils using 2 2 factorial experimental design”, Natural hazards, Vol. 60, No. 2, pp. 703-713, 2012.