162
Views
3
CrossRef citations to date
0
Altmetric
Comment

Factors influencing undrained strength of fine-grained soils at high water contents

ORCID Icon, &
Pages 325-329 | Received 04 Sep 2019, Accepted 18 Sep 2019, Published online: 24 Oct 2019

References

  • ASTM-D4318, 1998. Standard test methods for liquid limit,plastic limit, and plasticity index of soils. West Conshocken: ASTM International.
  • Brown, P.J. and Huxley, M.A., 1996. The cone factor for a 30 degree cone. Ground Engineering, 29 (10), 34–36.
  • BS 1377-2, 1990. Methods of test for soils for civil engineering purposes - part 2 : classification tests. London: BSI.
  • Campbell, D.J., 1975. Liquid Limit determination of arable top soils using a drop-cone penetrometer. Journal of Soil Science, 26 (3), 234–240. doi:10.1111/ejs.1975.26.issue-3.
  • Casagrande, A., 1932. Research on the atterberg limits of soils. Public Roads, 13 (8), 121–136.
  • Casagrande, A., 1958. Notes on the design of the liquid limit device. Geotechnique, 8 (2), 84–91. Thomas Telford Ltd. doi:10.1680/geot.1958.8.2.84.
  • Haigh, S.K., 2012. Mechanics of the Casagrande liquid limit test. Canadian Geotechnical Journal, 49 (9),1015–1023. doi:10.1139/t2012-081.
  • Haigh, S.K., Vardanega, P.J., and Bolton, M.D., 2013. The plastic limit of clays. Géotechnique, 63, 435–440. doi:10.1680/geot.11.P.123
  • Hansbo, S., 1957. New approach to the determination of the shear strength of clay by the fall-cone test. Stockholm: Royal Swedish Geotechnical Institute.
  • Karlsson, R., 1961. Suggested improvements in the liquid limit test, with reference to flow properties of remoulded clays. Proceedings of the Fifth International Conference on Soil Mechanics and Foundation Engineering, vol. 1, 171–184.
  • Kayabali, K., and Tufenkci, O.O., 2010. Shear strength of remolded soils at consistency limits. Canadian Geotechnical Journal, 47 (3), 259–266. doi:10.1139/T09-095
  • Leroueil, S. and Le Bihan, J., 1996. Liquid limits and fall cones. Canadian Geotechnical Journal, 33 (5), 793–798. doi:10.1139/t96-104-324.
  • Nagaraj, H.B. and Muguda, S, 2019. A review of factors affecting undrained strength of fine-grained soils at consistency limits. In: The XVII European Conference on Soil Mechanics and Geotechnical Engineering. Reykjavik Iceland.
  • Nagaraj, H.B., Sridharan, A., and Mallikarjuna, H.M., 2012. Re-examination of undrained strength at atterberg limits water contents. Geotechnical and Geological Engineering, 30 (4), 727–736. Springer. doi:10.1007/s10706-011-9489-7.
  • Norman, L.E.J., 1958. A comparison of values of liquid limit determined with apparatus having bases of different hardness. Geotechnique, 8 (2), 79–83. Thomas Telford Ltd. doi:10.1680/geot.1958.8.2.79.
  • O’Kelly, B.C., Vardanega, P.J., and Haigh, S.K., 2018. Use of fall cones to determine atterberg limits: a review. Géotechnique, 68 (10), 843–856. doi:10.1680/jgeot.17.R.039.
  • Prakash, K., 2005. Discussion of “Plastic limit, liquid limit, and undrained shear strength of soil—reappraisal” by Binu Sharma and Padma K. Bora. Journal of Geotechnical and Geoenvironmental Engineering, 131 (3), 402. American Society of Civil Engineers. doi:10.1061/(ASCE)1090-0241(2005)131:3(402).
  • Sherwood, P.T. and Ryley, M.D., 1970. An investigation of a cone-penetrometer method for the determination of the liquid limit. Géotechnique, 20 (2), 203–208. doi:10.1680/geot.1970.20.2.203.
  • Skemption, A.W. and Northey, R.D., 1952. The sensitivity of clays. Geotechnique, 3 (1), 30–53. Thomas Telford Ltd. doi:10.1680/geot.1952.3.1.30.
  • Škopek, J., and Ter-Stepanian, G., 1975. Comparison of liquid limit values determined according to Casagrande and Vasilev. Géotechnique, 25 (1), 135–136. doi:10.1680/geot.1975.25.1.135
  • Sridharan, A. and Prakash, K., 1999. Mechanisms controlling the undrained shear strength behaviour of clays. Canadian Geotechnical Journal, 36 (6), 1030–1038. NRC Research Press. doi:10.1139/t99-071.
  • Sridharan, A. and Prakash, K., 2000. Percussion and cone methods of determining the liquid limit of soils: controlling mechanisms. Geotechnical Testing Journal, 23 (2), 236–244. ASTM International. doi:10.1520/GTJ11048J.
  • Towner, G.D., 1973. An examination of the fall-cone method for the determination of some strength properties of remoulded agricultural soils. Journal of Soil Science, 24 (4), 470–479. doi:10.1111/ejs.1973.24.issue-4.
  • Vardanega, P. J., O’Kelly, B. C., Haigh, S. K., Shimobe, S, 2018. Classifying and characterising fine-grained soils using fall cones. In XVI DECGE 2018 Proceedings of the 16th Danube ‐ European Conference on Geotechnical Engineering. vol. 2, Ernst & Sohn Verlag, 821–826.
  • Wasti, Y. and Bezirci, M.H., 1986. Determination of the consistency limits of soils by the fall cone test. Canadian Geotechnical Journal, 23 (2), 241–246. NRC Research Press. doi:10.1139/t86-033.
  • Wroth, C.P., and Wood, D.M., 1978. The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15 (2), 137–145. doi:10.1139/t78-014
  • Youssef, M.S., El Ramli, A.H., and El Demery, M, 1965. Relationships between shear strength, consolidation, liquid limit and plastic limit for remoulded clays. In Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering. Montréal, 126–129.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.