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Effect of Blasts on Underground Tunnels- An Overview
Faculty
Engineering
Year:
2021
Type of Publication:
ZU Hosted
Pages:
Authors:
Sali Elsaid Abdelmageed Hassn
Journal:
The Egyptian International Journal of Engineering Sciences and Technology The Egyptian International Journal of Engineering Sciences and Technology
Volume:
Keywords :
Effect , Blasts , Underground Tunnels- , Overview
Abstract:
Terrorist actions and defacements have become one of the widest threaten for humans and structures. Underground tunnels can be used as shelters against blast, so it is very important to study their behavior under blast loads. The safety of tunnels is lean because of the lack of suitable ways to discover these events early. Techniques are essential to quantify the resistance of underground structures against blasts as a protection and to calculate the risks caused by the failure of their elements. The appropriate advanced methods could be experimental, numerical, or a mixture of both. The experimental work is limited because of the cost and complication, and so numerical analysis is suitable for blast study in addition to available experimental tests. The parameters affecting the safety of tunnels such as the weight of explosive, lining material and thickness, soil stiffness, burial depth, thickness co ver, shape of a tunnel, diameter of the tunnel, the standoff distance, the location of blast charge and also the effect of one tunnel to another in case of twin tunnel discussed by various researchers have been overviewed in the present work. The paper presents an overview of the effect of blast on tunnels for beginner researchers and structural engineers to understand such complex loading situation. New strategies which can be adapted to mitigate the effect of surface and internal blast loads on shallow and deep tunnels should be investigated. Studies should use numerical simulation of a tunnel buried in a saturated soil profile to imitate real -world conditions.
Author Related Publications
Sali Elsaid Abdelmageed Hassn, "Numerical analysis of underground tunnels subjected to surface blast loads", Frattura ed Integrità Strutturale, 2021
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Department Related Publications
Eshak Ibrahiem Eshak Hana, "Influence Surfaces of Rectangular Plates with Different Support Conditions – Part2", 4th Arab Structural Eng. Conference, Vol.2, Cairo Univ., Nov. 1991., 1991
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Eshak Ibrahiem Eshak Hana, "Design Aids and Comparative Study of Elastomeric Bearings for Bridges", Engineering Bulletin, Ain-Shams Univ., Vol.28, No.1, March 1993., 1993
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Rania Mohamed Samier Mohamed Kamal Amien, "EFFECT OF DAMAGE ON THE STRUCTURAL TIME PERIOD", لايوجد, 1900
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Atef Eraky Bakry Amien, "New", لايوجد, 1900
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Hebaallah Mohamed Ali Wahba, "Effect of Cracking and Slab Openings on Lateral Behavior of Tall Buildings.", American Society of Civil Engineers (ASCE) 6th International Engineering & Construction Conference (IECC’6), Vol. 2, pp.839 – 851., 2010
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