Dear all,
Attached is a paper detailing the difference between 2D (plain strain conditions ) and 3D modeling of jet grouting columns. Indeed, as not all of us has an official 3D licence of a given computational geotechnical code, we are sometimes facing the need to carry on equivalent 3D modeling in plain strain conditions.
I hope that this paper will be useful to all of you.
Sincerely,
B.G
