Discussion of “Simplified Plane-Strain Modeling of Stone-Column Reinforced Ground” by S. A. Tan, S. Tjahyono, and K. K. Oo
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 6
Get full access to this article
View all available purchase options and get full access to this article.
References
Balaam, N. P., and Booker, J. R. (1981). “Analysis of rigid rafts supported by granular piles.” Int. J. Numer. Analyt. Meth. Geomech., 5(4), 379–403.
Barksdale, R. D., and Bachus, R. C. (1983). “Design and construction of stone columns.” FHWA/RD–83/026, Federal Highway Administration, Washington, D.C.
Castro, J., and Sagaseta, C. (2009). “Consolidation around stone columns. Influence of column deformation.” Int. J. Numer. Analyt. Meth. Geomech. 33(7), 851–877.
Hird, C. C., Pyrah, I. C., and Russell, D. (1992). “Finite element modelling of vertical drains beneath embankments on soft ground.” Geotechnique, 42(3), 499–511.
Indraratna, B., and Redana, I. W. (1997). “Plane-strain modeling of smear effects associated with vertical drains.” J. Geotech. Geoenviron. Eng., 123(5), 474–478.
Tan, S. A., and Oo, K. K. (2005). “Stone column FEM modeling—2D and 3D considerations illustrated by case history.” Proc. Int. Symp. on Tsunami Reconstruction with Geosynthetics, ACSIG, Bangkok, Thailand, 157–169.
Van Impe, W., and De Beer, E. (1983). “Improvement of settlement behaviour of softy layers by means of stone columns.” Proc., 8th European Conference on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, 309–312.
Information & Authors
Information
Published In
Copyright
© 2010 ASCE.
History
Received: Jun 30, 2008
Accepted: Jul 12, 2008
Published online: May 14, 2010
Published in print: Jun 2010
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.