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JOURNALS // Fizika Goreniya i Vzryva // Archive

Fizika Goreniya i Vzryva, 2016 Volume 52, Issue 3, Pages 119–127 (Mi fgv332)

This article is cited in 15 papers

Effect of the soil type on the dynamic response of a tunnel under surface detonation

B. Mobarakia, M. Vaghefib

a Civil Engineering Department, Eastern Mediterranean University, Famagusta, Turkey
b Civil Engineering Department, Persian Gulf University, 75169-13817, Bushehr, Iran

Abstract: The analysis of the dynamic response of a circular tunnel in three types of soil at different depths under surface detonation of a 250-kg TNT charge reveals that the tunnel peak particle velocity and the failure zone length are sensitive to the soil type and material properties. The buried tunnel in silty clay sand has the least damage; the length of the failure zone is 5 m in the longitudinal direction and 0 to 60$^\circ$C at the top arch.

Keywords: soil type, dynamic response, numerical simulation, underground structure, surface detonation, peak particle velocity.

UDC: 622.235.5

Received: 10.12.2014
Revised: 21.07.2015

DOI: 10.15372/FGV20160317


 English version:
Combustion, Explosion and Shock Waves, 2016, 52:3, 363–370

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© Steklov Math. Inst. of RAS, 2024