268
Views
5
CrossRef citations to date
0
Altmetric
Original Articles

Effect of overburden pressure and degree of saturation on compressibility characteristics

&
Pages 52-62 | Received 20 Jun 2012, Accepted 09 May 2013, Published online: 15 Jul 2013

References

  • Alonso, E.E., Gens, A. and Josa, A., 1990. A constitutive model for partially saturated soils. Geotechnique, 40, 405–430.
  • Bolton, M.D., 2000. The role of micro-mechanics in soil mechanics. In: M. Hyodo and Y. Nakataq, eds. Proceedings, International Workshop on Soil crushability, Yamaguchi University, Japan.
  • Bryant, L., Mauldown, M. and Mitchell, J.K., 2003. Impact of pyrite on properties and behaviour of soil and rock. In: P.J. Culligan, H.H. Einstein and A.J. Whittle, eds. Proceedings, Soil and Rock America 2003, Gluckanf, Essen, vol. 1, 759–766.
  • Kazi, A. and Moum, J., 1973. Effect of leaching on the fabric of normally consolidated marine clays. Proceedings, International Symposium on Soil Structure, Gothenburg, Sweden, 137–152.
  • Leroueil, S., Magnan, J.P. and Tavenas, F., 1990. Embankments on soft clays [ trans. D.M. Wood]. Chichester, England: Ellis Horwood Series in Civil Engineering.
  • Leroueil, S. and Marques, M.E.S., 1996. Importance of strain rate and temperature effects in geotechnical engineering. In: T.C. Sheahan and V.N. Kaliakin, eds. Measuring and Modeling Time Dependent Soil Behavior, Geotechnical Special Publication No.61, New York: ASCE, 1–60.
  • McDowell, G.R. and Bolton, M.D., 1998. On the micro-mechanics of crushable aggregates. Geotechnique, 48 (5), 667–679.
  • Meade, R.H., 1964. Removal of water and rearrangement of particles during the compaction of clayey sediments - review. US Geological Survey Professional Paper 497-B. Washington, DC: U.S. GPO.
  • Mesri, G., 1973. Coefficient of secondary compression. Journal of Soil Mechanics and Foundations Division, ASCE, 99 (1), 123–137.
  • Mesri, G. and Godlewski, P.M., 1977. Time- and stress-compressibility inter-relationship. Journal of Geotechnical Engineering Division, ASCE, 103 (5), 417–430.
  • Mesri, G. and Choi. Y. K., 1985. Settlement analysis of embankments on soft clay. Journal of Geotechnical Engineering, ASCE, 111 (4), 441–464.
  • Mesri, G., Feng, T.W. and Shahiew, M., 1995. Compressibility parameters during primary consolidation. International Symposium on Compression and Consolidation of Clayey Soils, Hiroshima, Japan, Lectures and Reports. Rotterdam: Balkema, 201–217.
  • Mesri, G., 2003. Primary compression and secondary compression. In: J.T. Germaine, T.S. Sheahan and R.V. Whitman, eds. Soil Behaviour and Soft Ground Constructions. Reston, VA: ASCE Special Geotechnical Publication, 119, 122–166.
  • Mitchell, J.K. and Soga, K., 2005. Fundamentals of soil behaviour. Hoboken, NJ: John Wiley & Sons.
  • Nakata, Y., Koto, Y., Hyodo, M., Hyde, A.F.L. and Murata, H., 2001. One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength. Soils and Foundations, 41 (2), 39–51.
  • Olson. R. E. and Mesri, G., 1970. Mechanisms controlling the compressibility of clay. Journal of Soil Mechanics and Foundations Division, ASCE, 96 (6), 1863–1878.
  • Pestana, J.M. and Whittle, A.J., 1995. Compression model for cohesionless soils. Geotechnique, 45 (4), 611–631.
  • Taylor, D.W., 1948. Fundamentals of Soil Mechanics. New York: Wiley.
  • Terzaghi, K., Peck. R. B. and Mesri, G., 1996. Soil mechanics in engineering practice. New York: Wiley.
  • Torrance, J.K., 1974. A laboratory investigation on the effect of leaching on the compressibility and shear strength of Norwegian marine clays. Geotechnique, 24 (2), 155–173.

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.