Laboratory Review for Stabilization of Soil in Kashmir VALLEY by Using Surkhi and Ceramic Tile Waste

Authors

  • Nowsheena Fayaz Scholar, Department of Civil Engineering, RIMT University, Mandi, Gobindgarh, Punjab, INDIA Author
  • Er Ashish Kumar Assistant professor, civil Engineering Department RIMT University Mandi Gobindgarh, Punjab, INDIA Author

DOI:

https://doi.org/10.55524/

Keywords:

Ceramic tile dust, Stabilization, Maximum Dry Density, Optimum Moisture Content, Surkhi

Abstract

Clay soil has been identified as a concern  all around the world due to its swelling and shrinking  qualities when it comes into touch with water. The load  characteristics of soil are particularly low due to this clay  feature. The influence of surkhi and ceramic tile dust on  the geotechnical characteristics of clay soil is investigated  in this study. The main goal of this research is to  investigate the use of surkhi and ceramic tile dust as soil  stabilisers in order to reduce the cost of soil stabilisation.  The varied percentages of surkhi and ceramic tile dust, as  well as their various combinations, were employed. . The  soil at lower proportions of Optimum Water Content since  there was a substantial improvement in Maximum Dry  Density (MDD) (OMC). These materials not only give an  alternative to the use of traditional materials, but they also  aid in the reduction of pollution. Most of the time, these  waste items are dumped in open areas, causing a lot of  problems for the people who live in the region as well as  the professionals who work there. Surkhi and ceramic tile  dust may definitely be regarded an excellent stabilising  element for clayey soil based on the findings.

Downloads

Download data is not yet available.

References

Arora K.R. (2008),Soil Mechanics and Foundation Engineering Standard Publishers Distribution, New Delhi, Seventh Edition IS: 1498-1970, … Classification and Identification of Soils for General Engineering purposes…IS 2720: Part 3 : 1980 Methods of Tests for soils ( Determination of Specific Gravity).

IS 2720: Part 4 : 1985 Methods of test for soils (grain size analysis)

IS 2720:Part 5: 1985 Methodsa of test for soils (Determination of Liquid and Plastic Limit)

IS 2720 :Part 7 : 1980 Methods of Test for soils (Determination of water content Dry Density Relation Using Compaction) [5] IS 2720: Part 8 : 1983 Methods of test for soils (Determination

of Water Content Dry Density Relation using Heavy Compaction)

IS 2720:Part 16: 1987 Methods of test for Soils (Laboratory Determination of CBR)

IS 2720:Part 31: 1990 Methods of test for Soils (Field Determination of CBR)

Akshaya Kumar Sabat, “Stabilization of expansive soil using waste ceramic dust”, Electronic Journal of Geotechnical Engineering, Vol 17, 2012, 3915-3926.

Bidula Bose, Akshaya Kumar Sabat, “Improvement in Geotechnical Properties of an Expansive Soil using Fly Ash - Quarry Dust Mixes”, Electronic Journal of Geotechnical Engineering, Vol. 18, 2013, 3487- 3500.

Jagmohan Mishra1, R K Yadav1 and A K Singhai, “Effect of granite dust on index properties of lime stabilized black cotton soil”, Int. J. Engg. Res. & Sci. & Tech. 2014, Vol 3, No.1.

J.B.Oza, Dr. P.J. Gundaliya, “Study of black cotton soil characteristics with cement waste dust and lime”, 3rd Nirma University International Conference on Engineering, 2012.

A.K.Sabat and Nanda, R.P, “Effect of marble dust on strength and durability of rice husk ash stabilised expansive soil, ” International Journal of Civil and Structural Engineering, Vol.1 (4), 2011, pp 939-948.

Yadu L. and Tripathi R. K., “Stabilization of Soft Soil with Granulated Blast Furnace Slag and Fly Ash”, International Journal of Research in Engineering and Technology, pp. 15119, 2013.

Kumar A., Kumar R. and Singh B., “Effect of Waste Materials on Strength Characteristics of Local Clay”, International Journal of Civil Engineering Research, ISSN 2278-3652,

Downloads

Published

2022-05-30

How to Cite

Laboratory Review for Stabilization of Soil in Kashmir VALLEY by Using Surkhi and Ceramic Tile Waste . (2022). International Journal of Innovative Research in Computer Science & Technology, 10(3), 235–241. https://doi.org/10.55524/