Utilization of Geo Grids In The Stabilization Progression of Black Cotton Soil
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International Journal of Engineering Trends and Technology (IJETT) |  |
| © 2020 by IJETT Journal | ||
| Volume-68 Issue-2 |
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| Year of Publication : 2020 | ||
| Authors : KU.Mani Kandhan, S.Gnana Venkatesh, K.C.Denesh, A.Abdul Hameed |
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| DOI : 10.14445/22315381/IJETT-V68I2P221S |
Citation
MLA Style: KU.Mani Kandhan, S.Gnana Venkatesh, K.C.Denesh, A.Abdul Hameed "Utilization of Geo Grids In The Stabilization Progression of Black Cotton Soil" International Journal of Engineering Trends and Technology 68.2 (2020):146-150.
APA Style:KU.Mani Kandhan, S.Gnana Venkatesh, K.C.Denesh, A.Abdul Hameed. Utilization of Geo Grids In The Stabilization Progression of Black Cotton Soil International Journal of Engineering Trends and Technology, 68(2),146-150.
Abstract
The performance of the soil within the styles depends upon the characteristics of soil. So, the testing of soil with relevance to determination of its physical properties, and also the analysis of affects of alternative factors like discharge conditions etc., forms the foremost essential part of the event of soil engineering. It is through analysis solely that style and construction ways are changed to offer most safety or economy, and new ways are evolved. The information of theoretical soil mechanics presumptuous the soil to be perfect elastic identical and uniform materials helps in predicting the behavior of the soil within the field. So, this project involves within the soil stabilize parameters of black cotton soil by victimization the geo artificial material referred to as geo grid of woven and non-woven geo textile materials that is employed to strengthen the soil in many conditions. The check involves in substitution the soil in CBR testing mould with four styles of ratios like 1/2, 1/3, 2/3, (1/3 and 2/3)rd of the equipment conditions so as to search out the CBR % values of woven and non-woven geo textile and compare their results.
Reference
[1] Haeri, S.M., R. Nourzad, A.M. Oskrouch. Et.al. (2000) – “Effect of geotextile reinforcement on the mechanical behavior of sands. Geotextiles and Geomembranes” 18 (6), pg no: 385–402.
[2] Latha, G.M, V. S. Murthy (2007) -“Effects of reinforcement form on the behavior of geosynthetic reinforced sand. Geotextiles and Geomembranes” 25, pg.no: 23–32.
[3] C.Venkatramaian –“Geotechnical engineering”, Wiley eastern publishers, Delhi
[4] B.C.Punmia, Ashok Kumar Jain and Arun Kumar Jain- “Soil Mechanics and Foundation Engineering”, Lakshmi Publications.
[5] IS 2720 (Part -3/section 1) – 1980, “Determination of Specific Gravity of Soil”.
[6] IS 2720 (Part 8) - 1985, “Determination of Plastic Limit and Liquid Limit”.
[7] IS 2720 (Part 9) – 1985, “Determination of Grain Size Analysis of Soil”
[8] IS 2720(Part 29) – 1985, “Determination of Dry Density of Soil in-place by Core cutter Method”.
[9] IS 2720 (Part 16) – 1985, “Laboratory Determination of CBR”.
Keywords
Geo synthetics, Geo grids, Geo textiles, woven and Non-woven materials, Stabilization