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Reply to the Discussion on “Re-examination of Undrained Strength at Atterberg Limits Water Contents”

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References

  • Barnes GE (2009) An apparatus for the plastic limit and workability of soils. Geotech Eng 162(3):175–185

    Article  Google Scholar 

  • Lee LT, Freeman RB (2009) Dual-weight fall cone method for simultaneous liquid limit determination. J Geotech Geoenviron Eng 135(1):158–161

    Article  Google Scholar 

  • Locat J, Demers D (1988) Viscosity, yield stress, remolded strength, and liquidity index relationships for sensitive clays. Can Geotech J 25(4):799–806

    Article  Google Scholar 

  • Nagaraj HB, Sridharan A (2010) An improved ko-stress method of determining liquid limit of soils. Int J Geotech Eng 4(4): 549–555

    Google Scholar 

  • Prakash K, Sridharan A (2002) Determination of liquid limit from equilibrium sediment volume. Géotechnique 52(9):693–696

    Article  Google Scholar 

  • Prakash K, Sridharan A (2006) Critical appraisal of the cone penetration method of determining soil plasticity. Can Geotech J 43(8):884–888

    Article  Google Scholar 

  • Prakash K, Sridharan A, Prasanna HS (2009) A note on the determination of plastic limit of fine-grained soils. Geotech Test J. doi:10.1520/GTJ101960

  • Sridharan A, Nagaraj HB (1999) Absorption water content and liquid limit of soils. Geotech Test J 22(2):127–133

    Article  Google Scholar 

  • Sridharan A, Nagaraj HB, Prasad PS (2000) Liquid limit of soils from equilibrium water content in one-dimensional normal compression. Geotech Eng, London 143: 165–169

  • Sridharan A, Prakash K (1999) Mechanisms controlling the undrained shear strength behaviour of clays. Can Geotech J 36(6):1030–1038

    Google Scholar 

  • Sridharan A, Prakash K (2000) Percussion and cone methods of determining the liquid limit of soil: controlling mechanisms. Geotech Test J 23(2):236–244

    Google Scholar 

  • Sridharan A, Rao SM, Murthy NS (1986) Liquid limit of montmorillonite soils. Geotech Test J 9(3):156–159

    Article  Google Scholar 

  • Sridharan A, Rao SM, Murthy NS (1988) Liquid limit of kaolinitic soils. Géotechnique 38(2):191–198

    Article  Google Scholar 

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Correspondence to H. B. Nagaraj.

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Nagaraj, H.B., Sridharan, A. & Mallikarjuna, H.M. Reply to the Discussion on “Re-examination of Undrained Strength at Atterberg Limits Water Contents”. Geotech Geol Eng 30, 1393–1395 (2012). https://doi.org/10.1007/s10706-012-9560-z

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