Prediction of Compaction Characteristics Gradation and Plasticity Characteristics of Red Soil

International Journal of Civil Engineering
© 2018 by SSRG - IJCE Journal
Volume 5 Issue 12
Year of Publication : 2018
Authors : Ch.Vijaya Kumar, P.V.V Satyanarayana, B.Satyanarayana
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How to Cite?

Ch.Vijaya Kumar, P.V.V Satyanarayana, B.Satyanarayana, "Prediction of Compaction Characteristics Gradation and Plasticity Characteristics of Red Soil," SSRG International Journal of Civil Engineering, vol. 5,  no. 12, pp. 22-26, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I12P104

Abstract:

Estimation of compaction characteristics such as optimum moisture content and maximum dry density values are essential for civil engineering projects especially soil structures. The strength and durability of these soil structures will depend on the quality of materials used. Compaction characteristics are the controlling parameters to assess the above features. To avoid various constrains related to estimation of compaction characteristics can be effectively strengthen by using indirect methods. Correlation is the prominent method in estimating compaction characteristics. The present investigation has 112 number of red soil samples used in estimating compaction characteristics. The parameters used are grain size distribution and plasticity Index. The correlation equations obtained are explained with high R2 values show best and showed best relations between them.

Keywords:

Strength, durability, compaction characteristics, correlation

References:

[1] Mujtaba, H., Farooq, K., Sivakugan, N., Das, B.M. 2013. Correlation between gradational parameters and compaction characteristics of any soils. International JOUrnal of Geotechnical Engineering 7, 4, 395-401. DOI:10.1179/1938636213Z.00000000045 
[2] Noor, S., Singh, A. 2012. Use of Genetic Programming to Evaluate Proctor Properties of Compacted Soils. International Journal of Latest Trends in Engineering and technology 1,4 
[3] Omar, M., shanableh, A., Basma, A., Barakat. S.2003. Compaction characteristics of granular soils in United Arab Emirates. Geotechnical and Geological Engineering 21,283-295. DOI:10.1023/A:1024927719730 
[4] Sivrikaya, O., Kayadelen, C., Cecen, E. 2013. Prediction of the compaction paramters for coarse-grained soils with fines content by MLR and GEP. ACTA Geotechnica Slovenica 2, 29-41. 
[5] Sridharan, A., Nagaraj, H. B. 2005. Plastic limit and compaction characteristics of fine grained soils. Ground Improvement 9, 1, 17-22. DOI: http://dx.doi.org/10.1680/grim.2005.9.1.17 
[6] IS 1498-1970 “Classification and Identification of Soils for General Engineering Purposes” Bureau of Indian Standards, New Delhi. 
[7] IS 2720: Part 16: 1987 Methods of test for soils-Part 16: Laboratory determination of CBR, Bureau of Indian Standards, and New Delhi. 
[8] IS: 2720 (Part IV) Indian standard method of test for soils grain size analysis, Bureau of Indian standards, New Delhi. 
[9] IS: 2720 (Part V) Indian standard method of test for soils, Determination of liquid and plastic limit, Bureau of Indian standards, New Delhi. 
[10] IS: 2720 Part XVI (1980) IS: 9669, Laboratory determination of California beating ratio (CBR) of soil, BIS, New Delhi.