111
Views
1
CrossRef citations to date
0
Altmetric
Original Articles

Absorption limit of kaolinitic and montmorillonitic soils

ORCID Icon &
Pages 465-477 | Received 26 May 2019, Accepted 11 Oct 2019, Published online: 11 Nov 2019

References

  • Alayaki, F.M., 2012. Water absorption properties of laterite soil in road pavement: a case study If-Ilesha Highway, South Western Nigeria. International Journal of Emerging Technology and Advanced Engineering, 2 (11), 51–57.
  • Al-Samahiji, D., Houston, S., and Houston, W., 2000. Degree and extent of wetting due to capillary rise in soils. Transportation Research Record: Journal of the Transportation Research Board, 1709, 114–120. doi:10.3141/1709-14
  • Bae, A., et al., 2008. Observed evidence of subgrade moisture influence on pavement longitudinal profile. Canadian Journal of Civil Engineering, 35 (10), 1050–1063. doi:10.1139/L08-047.
  • Barbour, S.L., et al., 1992. Prediction of moisture movement in highway subgrade soils. In: Proceedings of the Forty-Fifth Annual Canadian Geotechnical Conference, 26–28 October 1992 Toronto, Ontario, Canada, 26–28.
  • Basma, A.A., Al-Homoud, A.S., and Al-Tabari, E.Y., 1994. Effects of methods of drying on the engineering behavior of clays. Applied Clay Science, 9 (3), 151–164. doi:10.1016/0169-1317(94)90017-5.
  • Chester, R., 2000. Marine geochemistry. 1st ed. John Wiley & Sons, 535.
  • Hall, K. and Rao, S., 1999. Predicting subgrade moisture content for low-volume pavement design using in situ moisture content data. Transportation Research Record: Journal of the Transportation Research Board, 1652, 98–106. doi:10.3141/1652-47
  • IS, 1498–1970. Classification and identification of soils for general engineering purposes. New Delhi, India: Bureau of Indian Standard.
  • Kondner, R.L., 1963. Hyperbolic stress – strain response of cohesive soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 89 (1), 115–144.
  • Morgenstern, N.R. and Eigenbrod, K.D., 1974. Classification of argillaceous soils and rocks. Journal of Geotechnical Engineering Division, 1001 (10), 1137–1156. (Proc. Paper 10885).
  • Nagaraj, H.B., and Sravan, M.V., 2019. Review of factors affecting undrained strength at consistency limits, XVII European Conference on Soil Mechanics and Geotechnical Engineering, Sep 2–6th, Reykjavik, Iceland. doi:10.32075/17ECSMGE-2019-0472
  • Nagaraj, H.B., Sravan, M.V., and Deepa, B.S., 2018. Factors influencing undrained strength of fine-grained soils at high water contents. Geomechanics and Geoengineering, 13 (4), 267–287. doi:10.1080/17486025.2018.1445873.
  • Nagaraj, H.B., Sravan, M.V., and Deepa, B.S., 2019. Reply to discussion on: factors influencing undrained strength of fine-grained soils at high water contents. Geomechanics and Geoengineering. doi:10.1080/17486025.2019.1670875.
  • Nagaraj, H.B. and Suresh, M.R., 2018. Influence of clay mineralogy on the relationship of CBR of fine-grained soils with their index and engineering properties. Transportation Geotechnics, 15, 29–38. doi:10.1016/j.trgeo.2018.02.004
  • Navaneethan, T. and Sivakumar, V., 2002. Influence of preparation techniques on the index properties of clay. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 155 (4), 253–258. doi:10.1680/geng.2002.155.4.253.
  • Pandian, N.S., Nagaraj, T.S., and Sivakumar Babu, G.L., 1991. Effects of drying on the engineering behaviour of Cochin marine clay. Géotechnique, 41 (1), 143–147. doi:10.1680/geot.1991.41.1.143.
  • Prakash, K. and Sridharan, A., 2004. Free swell ratio and clay mineralogy of fine-grained soils. Geotechnical Testing Journal, 27 (2), 220–225.
  • Prakash, K., Sridharan, A., and Sudheendra, S., 2014. Hygroscopic moisture content: determination and correlations. Environmental Geotechnics, 3 (5), 293–301. doi:10.1680/envgeo.14.00008.
  • Rao, S.M., Sridharan, A., and Chandrakaran, 1989. Influence of drying on the liquid limit behavior of a marine clay. Géotechnique, 39 (4), 715–719. doi:10.1680/geot.1989.39.4.715.
  • Roberson, R. and Siekmeier, J., 2002. Determining material moisture characteristics for pavement drainage and mechanistic empirical design. Minnesota, MN: Research Bulletin. Minnesota Department of Transportation. Office of Materials and Road Research.
  • Rokade, S., Agarwal, P.K., and Shrivastava, R., 2012. Drainage and flexible pavement performance. International Journal of Engineering Science and Technology, 4 (4), 1308–1311.
  • SP-36 Part 1:1987. Compendium of Indian standards on soil engineering - laboratory testing of soils for civil engineering purposes. New Delhi, India: Bureau of Indian Standards.
  • Sridharan, A. and Nagaraj, H.B., 1999. Absorption water content and liquid limit of soils. Geotechnical Testing Journal, 22 (2), 121–127.
  • Sridharan, A. and Prakash, K., 1999. Mechanisms controlling the undrained shear strength behaviour of clays. Canadian Geotechnical Journal, 36 (6), 1030–1038. 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. doi:10.1520/GTJ11048J.
  • Sridharan, A. and Rao, A., 1981. Rectangular hyperbola fitting method for one dimensional consolidation. Geotechnical Testing Journal, 4 (4), 161–168. doi:10.1520/GTJ10785J.
  • Sridharan, A. and Rao, G.V., 1979. Shear strength behavior of saturated clays and the role of the effective stress concept. Géotechnique, 29 (2), 177–193. doi:10.1680/geot.1979.29.2.177.
  • Sridharan, A., Rao, S.M., and Murthy, N.S., 1986. Liquid limit of montmorillonite soils. Geotechnical Testing Journal, 9 (3), 156–159. doi:10.1520/GTJ10623J.
  • Sridharan, A., Rao, S.M., and Murthy, N.S., 1988. Liquid limit of kaolinitic soils. Géotechnique, 38 (2), 191–198. doi:10.1680/geot.1988.38.2.191.
  • Youn, H. and Tonon, F., 2010. Effect of air-drying duration on the engineering properties of four clay-bearing rocks in Texas. Engineering Geology, 115 (1–2), 48–67. doi:10.1016/j.enggeo.2010.06.012.

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.