MODELING OF BLAST EFFECTS ON UNDERGROUND STRUCTURE

• Published in: International Journal for Computational Civil and Structural Engineering 2019-12, Vol.15 (4), p.111-122
• Main Authors: Mkrtychev, Oleg, Savenkov, Anton
• Format: Article
• Language: English
• Subjects: explosion loads, shock wave, compression wave, nonlinear dynamics, stress-strain state, underground structure, soil model
• ISSN: 2587-9618; 2588-0195
• DOI: 10.22337/2587-9618-2019-15-4-111-122

Modeling of the impact of a point explosion shock wave on a soil mass and an underground structure at different locations of the explosion epicenter from the ground surface was performed. The study of the stress- strain state of soils was carried out usi ng a nonlinear dynamic method and a fully coupled numerical model, in­cluding various models of materials. The result of numerical modeling showed the adequacy of the adopted nu­merical calculation methods. The findings showed that solving the problem in a nonlinear dynamic formulation allows obtaining the parameters of the shock wave at different depths from the explosion center, as well as ob­taining a complete picture of the interaction of the shock wave with the underground structure in surface and un­derground explosions.