222
Views
1
CrossRef citations to date
0
Altmetric
Articles

Impact compaction on a subgrade layer overlying deep deposit

&
Pages 742-751 | Received 24 Apr 2013, Accepted 17 Oct 2013, Published online: 22 Nov 2013

REFERENCES

  • Athanasopoulos, G.A., Pelekis, P.C. and Anagnostopoulos, G.A., 2000. Effect of soil stiffness in the attenuation of Rayleigh-wave motions from field measurements. Soil Dynamics and Earthquake Engineering, 19, 277–288.
  • Chow, Y.K., Yong, D.M. and Lee, S.L., 1990. Monitoring of dynamic compaction by deceleration measurements. Computers and Geotechnics, 10, 189–209.
  • Hanna, A.M., 2003. Laboratory compaction of a subgrade layer overlying a deep soil deposit. Ground Improvement, 7 (1), 1–8.
  • Hanna, A.M. and Saad, N., 2001. Effect of compaction duration on the induced stress levels in a laboratory prepared sand bed. ASTM, Geotechnical Engineering Journal, 24 (4), 430–438.
  • Ishibashi, I. and Zhang, X., 1993. Unified dynamic shear moduli and damping ratios of sand and clay. Soils and Foundations, 33 (1), 182–191.
  • Lee, F.H. and Gu, Q., 2004. Method for estimating dynamic compaction effect on sand. Journal of Geotechnical and Geoenvironmental Engineering, 130 (2), 139–152.
  • Lukas, R.G., 1980. Densification of loose deposits by pounding. Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers, 106 (GT4), 435–446.
  • Mayne, P.W. and JonesJr, J.S., 1983. Impact stresses during dynamic compaction. Journal of Geotechnical Engineering, 109 (10), 1342–1355.
  • Mayne, P.W., JonesJr, J.S., and Dumas, J.C., 1984. Ground response to dynamic compaction. Journal of Geotechnical Engineering, 110 (6), 757–774.
  • Meyerhof, G.G. and Hanna, A.M., 1978. Ultimate bearing capacity of foundations on layered soils under inclined loads. Canadian Geotechnical Journal, 15 (4), 565–572.
  • Pan, J.L. and Selby, A.R., 2002. Simulation of dynamic compaction of loose granular soils. Advances in Engineering Software, 33, 631–640.
  • PLAXIS 2D, 2009. Finite Element Code for Soil and Rock Analyses, Version 8.2. Delft, Netherlands: Plaxis BV.
  • Poran, C., Heh, K. and Rodriguez, J.A., 1992. Impact behavior of sand. Japanese Society of Soil Mechanics and Foundation Engineering, Soils and Foundations, 32 (4), 81–92.
  • Zerwer, A., Cascante, G. and Hutchinson, J., 2002. Parameter estimation in finite element simulations of Rayleigh waves. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3), 250–261.

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.