STUDY ON PARAMETRIC MODELING OF SOIL BEHAVIOR DURING DYNAMIC COMPACTION

Abstract

This research focuses on existing practices for soil improvement by developing and implementing mathematical and analytical simulations of the soil's dynamic response to dynamic loads during the vibro-compaction process. The results of parametric modeling using rheological models will enable a realistic assessment of soil behavior, considering the effects of the compaction process and controlling technological parameters through a predictive model. Experimental testing correlated with numerical tools can be applied to identify reliable solutions, both technically and economically, for compacted soils, thus ensuring high-quality engineering compaction works and improving design techniques.