A Study on Soil Stabilization using Sugarcane Bagasse Ash
K.Shimola
Dr. K. Shimola, Associate Professor, Department of Civil Engineering, Malla Reddy Engineering College, Secunderabad, Telangana, India.
Manuscript received on 10 December 2018 | Revised Manuscript received on 17 December 2018 | Manuscript Published on 30 December 2018 | PP: 292-295 | Volume-8 Issue- 2S December 2018 | Retrieval Number: BS2729128218/19©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Soil is the base of a structure which helps in equally distributing the load and supports the super structure and foundation. If the soil stability is not adequate then failure of structure takes place in form of settlement, cracks. Black cotton soil are also called as expansive soils which is is responsible for such situations and is due to presence of mineral called montmorillonite in it, which experience shrinkage and swelling. To overcome this properties of soil are improved by mechanical and chemical process known as soil stabilisation. Many research has been conducted for stabilisation of soil by using cementing, chemical materials like flyash, calcium chloride, sodium chloride etc. In India, limited techniques are followed in agricultural waste disposal. India is second largest country in the production of sugarcane with 341,400 thousand metric annual tones(TMT) produce. Western Maharastra is pioneer in production of sugarcane in large quantities sugar cane factories produce waste after extraction of sugarcane juice in machines and that waste after burning produce ash known as bagasse ash. It is made up of fibrous material having silica and puzzolonic in nature which improves the physical properties of black cotton soil. Experiments are conducted on black cotton soil by partially replacing bagasse ash (4%,8%,12%,16%,20%). Black cotton soil properties of are increased at 16 % by replacing of bagasse ash not including any chemicals.
Keywords: Soil Stabilisation, Black Cotton Soil, Bagasse Ash, Unconfined Compression Test, Maximum Dry Density ).
Scope of the Article: Computational Techniques in Civil Engineering