STUDY ON PARAMETRIC MODELING OF SOIL BEHAVIOR DURING DYNAMIC COMPACTION

Analele Universităţii Dunărea de Jos din Galaţi Fascicula XIV Inginerie mecanică = Annals of “Dunarea de Jos“ University of Galati Fascicle XIV Mechanical Engineering 2026 Open access

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Authors: Cornelia Florentina Dobrescu, I. Sergiu Coceas
DOI: 10.35219/ann_udjg_im.2023.1.01
Cited by: 0

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.

Fields of Study & Subjects

Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Soil Mechanics Geotechnical and construction materials studies

Publication details

Journal / source
Analele Universităţii Dunărea de Jos din Galaţi Fascicula XIV Inginerie mecanică = Annals of “Dunarea de Jos“ University of Galati Fascicle XIV Mechanical Engineering
Volume
30
Issue
1
Pages
5–8
Publication date
19 January 2026
Language
EN