Research Article
Evaluation of Ground Displacements Caused by Installing Jet Grouted Columns Using Machine Learning Methods
Figure 2
Geotechnical profile and soil conditions for two different cases: (a) case history conducted in soft clay (after [31]); note: γt = unit weight; NSPT = blow counts of the standard penetration test (SPT); (b) case history conducted in silty clay (after [8]); note: = water content; γt = unit weight; e = void ratio; qu = unconfined compressive strength.
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| (b) |