Effect of the soil type on the dynamic response of a tunnel under surface detonation
- Authors: Mobaraki B.1, Vaghefi M.1
 - 
							Affiliations: 
							
- Civil Engineering Department
 
 - Issue: Vol 52, No 3 (2016)
 - Pages: 363-370
 - Section: Article
 - URL: https://journals.rcsi.science/0010-5082/article/view/152546
 - DOI: https://doi.org/10.1134/S0010508216030175
 - ID: 152546
 
Cite item
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° at the top arch.
About the authors
B. Mobaraki
Civil Engineering Department
							Author for correspondence.
							Email: behnam.mobaraki@yahoo.com
				                					                																			                												                	Turkey, 							Famagusta						
M. Vaghefi
Civil Engineering Department
														Email: behnam.mobaraki@yahoo.com
				                					                																			                												                	Iran, Islamic Republic of, 							Bushehr, 75169-13817						
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