Dear all
I am doing research on ground improvement at the University of British
Columbia, Vancouver. My main interest is to evaluate the changes in the
ground condition induced by ground improvement technique such as Dynamic
Compaction, Vibro-replacement and Compaction Grouting.
Is anybody aware of any attempt to model Vibro-Stone column, Dynamic
Compaction or Compaction Grouting using numerical analysis (FEM/ FDM)?
Regards
Ali Amini
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PhD candidate- geotechnical eng.
University of British Columbia
Vancouver, BC, Canada
Tel: (604)822-3646
Email: [log in to unmask]
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