Influence of Lime on Shrinkage Behavior of Soils
Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 12
Abstract
Damage due to soil shrinkage is a serious problem in many parts of the world. Lime can significantly improve the performance of soils, both in terms of increase in strength and reduced swelling. However, its efficacy in reducing shrinkage of soils has not been studied much. A series of experiments were conducted to develop an understanding of the shrinkage behavior of lime-treated soils. Six different soils covering wide range of plasticity were treated with varied percentage of lime and curing period. Lime increases the shrinkage limit of soils irrespective of their plasticity characteristics; however, it is more in case of high plastic soils than the low plastic ones. Volumetric shrinkage continued to reduce until about 5% of lime content beyond which further reduction was marginal. Hence 5% of lime can be considered as the optimum lime content giving maximum shrinkage reduction. With lime the shrinkage responses of soils were found to have grown flatter indicating that lime can effectively reduce the rate of shrinkage leading to reduced cracking of soils.
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Acknowledgments
Sincere thanks are expressed to Professors A Sridharan and P. V. Sivapullaiha, Department of Civil Engineering, Indian Institute of Science, Bangalore, for their kind suggestions and discussions during the research reported in this paper. The anonymous reviewers are also thanked for their comments for improving the presentations in the paper.
References
ASTM. (1998). “Test method for shrinkage factors of soils by mercury method.”, West Conshohocken, PA.
ASTM. (2005). “Standard test method for liquid limit, plastic limit and plasticity index of soils.”, West Conshohocken, PA.
ASTM. (2006). “Standard practice for classification of soils for engineering purposes (unified soil classification system).”, West Conshohocken, PA.
ASTM. (2007). “Standard test method for pH of soils.”, West Conshohocken, PA.
Bell, F. G. (1988). “Stabilization and treatment of clay soils with lime, Part 1–Basic principles.” Ground Eng., 21(1), 10–15.
Bell, F. G. (1996). “Lime stabilization of clay minerals and soils.” Eng. Geol., 42(4), 223–237.
Bhasin, N. K., Dhawan, P. K., and Mehta, H. S. (1978). “Lime requirement in soil stabilization.”, Highway Research Board, Washington, DC, 15–26.
Bozozuk, M. (1962). “Soil shrinkage damages of shallow foundations at Ottawa, Canada.” Eng. J., 45(7), 33–37.
Consoli, N. C., Lopes, L. S. Jr., Prietto, P. D. M., Festugato, L., and Cruz, R. C. (2011). “Variables controlling stiffness and strength of lime-stabilized soils.” J. Geotech. Geoenviron. Eng., 628–632.
Dash, S. K., and Hussain, M. (2012). “Lime stabilization of soils: Reappraisal.” J. Mater. Civ. Eng., 533–538.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Greaves, H. M. (1996). “An introduction to lime stabilisation.” Proc., Seminar on Lime Stabilisation, Loughborough Univ., Thomas Telford, London, 5–12.
Haines, W. B. (1923). “The volume change associated with variations of water content in soil.” J. Agric. Sci., 13(3), 296–310.
Herrin, M., and Mitchell, H. (1961). “Lime-soil mixtures.” Highway Res. Board Bull., (304), 99–138.
Jade 3.1 [Computer software]. Livermore, CA, Materials Data.
Jayatilaka, R., and Lytton, R. L. (1997). “Prediction of expansive clay roughness in pavements with vertical moisture barriers.”, Texas Transportation Institute, Texas A&M Univ., College Station, TX.
Mateos, M. (1964). “Soil-lime research at Iowa State University.” J. Soil Mech. Found. Div., 90(2), 127–153.
Mishra, A. K., Dhawan, S., and Rao, S. M. (2008). “Analysis of swelling and shrinkage behavior of compacted clays.” Geotech. Geol. Eng., 26(3), 289–298.
Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, New York.
Neville, A. M., and Brooks, J. J. (2004). Concrete technology, Pearson, Delhi, India.
Rajasekaran, G., Murali, K., and Srinivasaraghavan, R. (1997). “Fabric and mineralogical studies on lime treated marine clays.” Ocean Eng., 24(3), 227–234.
Sebesta, S. (2002). “Investigation of maintenance base repairs over expansive soils.”, Texas Transportation Institute, Texas A&M Univ., College Station, TX.
Sivapullaiah, P. V., Sridharan, A., and Bhaskar Raju, K. V. (2000). “Role of amount and type of clay in the lime stabilization of soils.” Ground Improv., 4(1), 37–45.
Sridharan, A., and Rao, G. V. (1971). “Effective stress theory of shrinkage phenomena.” Can. Geotech. J., 8(4), 503–513.
Tripathy, S., Subba Rao, K. S., and Fredulund, D. G. (2002). “Water content–void ratio swell–shrink paths of compacted expansive soils.” Can. Geotech. J., 39(4), 938–959.
Yong, R. N., and Warkentin, B. P. (1975). Introduction to soil behavior, McMillan, New York.
Zhang, Z., Tao, M., and Morvant, M. (2005). “Cohesive slope surface failure and evaluation.” J. Geotech. Geoenviron. Eng., 898–906.
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© 2015 American Society of Civil Engineers.
History
Received: Sep 17, 2014
Accepted: Feb 6, 2015
Published online: Apr 6, 2015
Discussion open until: Sep 6, 2015
Published in print: Dec 1, 2015
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