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Experimental Study on Shrinkage Behaviour and Prediction of Shrinkage Magnitudes of Residual Soils

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Part of the book series: Springer Proceedings in Physics ((SPPHY,volume 112))

Summary

The present study examines the shrinkage behaviour of residually derived black cotton (BC) soil and red soil compacted specimens that were subjected to air-drying from the swollen state. The soil specimens were compacted at varying dry density and moisture contents to simulate varied field conditions. The void ratio and moisture content of the swollen specimens were monitored during the drying process and relationship between them is analyzed. Shrinkage is represented as reduction in void ratio with decrease in water content of soil specimens. It is found to occur in three distinct stages. Total shrinkage magnitude depends on the type of clay mineral present. Variation in compaction conditions effect marginally total shrinkage magnitudes of BC soil specimens but have relatively more effect on red soil specimens. A linear relation is obtained between total shrinkage magnitude and volumetric water content of soil specimens in swollen state and can be used to predict the shrinkage magnitude of soils.

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References

  • Chen FH (1988) Foundation on expansive soils. Elsevier, New York

    Google Scholar 

  • IS: 2720-Part 4 (1985) Indian standard methods of test for soils: Grain size analysis. BIS, New Delhi

    Google Scholar 

  • IS: 2720-Part 5 (1985) Indian standard methods of test for soils: Determination of liquid limit and plastic limit. BIS, New Delhi

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  • IS: 2720-Part 6 (1972) Indian standard methods of test for soils: Determination of shrinkage factors. BIS, New Delhi

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  • IS: 2720-Part 7 (1980) Indian standard methods of test for soils: Determination of water content-dry unit weight relation using light compaction. BIS, New Delhi

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  • Raevanasiddappa R (2000) Collapse behaviour of red soils of Bangalore district. Ph.D. thesis, Indian Institute of Science

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  • Sarita (2003) An experimental study of shrinkage behaviour and SWCC relations of clays. MSc (Engg) thesis, Indian institute of Science

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  • Shivananda P (2003) Role of lime-soil reactions and environmental factors in the engineering behaviour of lime-amended expansive clays. Ph.D. thesis, Indian Institute of Science

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  • Yong RN, Warkentin BP (1975) Soil properties and behavior. Elsevier, New York

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© 2007 Springer-Verlag

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Dhawan, S., Mishra, A.K., Rao, S.M. (2007). Experimental Study on Shrinkage Behaviour and Prediction of Shrinkage Magnitudes of Residual Soils. In: Schanz, T. (eds) Experimental Unsaturated Soil Mechanics. Springer Proceedings in Physics, vol 112. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-69873-6_27

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  • DOI: https://doi.org/10.1007/3-540-69873-6_27

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-69872-2

  • Online ISBN: 978-3-540-69873-9

  • eBook Packages: EngineeringEngineering (R0)

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