Simulation of Soil Behavior under Blast Loading-Reference-Cited by-同舟云学术

Simulation of Soil Behavior under Blast Loading

Published:2011-08 Issue:4 Volume:11 Page:323-334
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

An J.¹²³³,Tuan C. Y.¹²³³,Cheeseman B. A.¹²³³,Gazonas G. A.¹²³³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Nebraska at Lincoln, 225 PKI, 1110 S. 67th St., Omaha, NE 68182-0178.

2. Professor, Dept. of Civil Engineering, Univ. of Nebraska at Lincoln, 203F PKI, 1110 S. 67th St., Omaha, NE 68182-0178 (corresponding author).

3. U.S. Army Research Laboratory, Weapons and Materials Research Directorate, Aberdeen Proving Ground, MD 21005-5069.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000086

Reference26 articles.

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2. A method for determining the main mechanical properties of soft soils at high strain rates (103–105 s−1) and load amplitudes up to several gigapascals

3. Braithwaite C. H. Proud W. G. and Field J. E. (2006). “The shock Hugoniot properties of quartz feldspathic gneiss and amphibolites.” Proc. Conf. on Shock Compression of Condensed Matter American Institute of Physics Melville NY 1435–1438.

4. Chapman D. J. Tsembelis K. and Proud W. G. (2006). “The behavior of water saturated sand under shock-loading.” Proc. SEM Annual Conf. and Exposition on Experimental and Applied Mechanics St. Louis 400–406.

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