Numerical Investigation of Effects of Water Saturation on Blast Wave Propagation in Soil Mass-Reference-Cited by-同舟云学术

Numerical Investigation of Effects of Water Saturation on Blast Wave Propagation in Soil Mass

Published:2004-05 Issue:5 Volume:130 Page:551-561
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wang Zhongqi¹,Lu Yong²,Hao Hong³

Affiliation:

1. Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798 (corresponding author).

3. Associate Professor, Dept. of Civil and Resource Engineering, The Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A5%28551%29

Reference20 articles.

1. Abrantes A. E. and Yamamuro J. A. (2002). “Effect of strain rate in cohesionless soil.” Proc. 15th ASCE Engineering Mechanics Conf. Reston Va. 47–56.

2. AUTODYN . (1997). Theory manual Revision 3.0 Century Dynamics San Ramon Calif.

3. Belytschko T. and Hughes J. R. (1983). Computational methods for transient analysis Elsevier New York.

4. Chen W. F. and Baladi G. Y. (1985). Soil plasticity theory and implementation Elsevier New York.

5. Cole R. H. (1948). Underwater explosions Princeton University Press Princeton N.J.

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