Parametric Study on the Effects of Soil to Oscillation Velocity
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Tomas Petrik,
Eva Hrubesova,
Martin Stolarik,
Miroslav Pinka
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2012, Volume 12, Issue 2, Pages 123-131
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Doi: 10.2478/v10160-012-0026-2
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The paper focuses on the possibility of evaluating the influence of character of the soil to oscillations velocity induced dynamic loads. Mathematical modeling is used to solve the parametric study. Models are created in software Plaxis 2D based on finite element method. Dynamic load is based on experimental measurements on the stand in the area of the Faculty of Civil Engineering, VSB-TUO. Soil properties are determined from the normative indicative characteristics.
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