Effect of Soil Locking on the Cylindrical Shock Wave’s Peak Pressure Attenuation-Reference-Cited by-同舟云学术

Effect of Soil Locking on the Cylindrical Shock Wave’s Peak Pressure Attenuation

Published:2009-10 Issue:10 Volume:135 Page:1166-1179
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Karinski Y. S.¹²³,Feldgun V. R.¹²³,Yankelevsky D. Z.¹²³

Affiliation:

1. Senior Researcher, National Building Research Institute, Technion, Haifa, 32000 Israel (corresponding author).

2. Researcher, National Building Research Institute, Technion, Haifa, 32000 Israel.

3. Professor of Civil Engineering, Faculty of Civil and Environmental Engineering, and Head of National Building Research Institute, Technion, Haifa, 32000 Israel.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000042

Reference83 articles.

1. The penetration of cylindrical strikes through obstacles made of concrete and sandy ground

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