A high strain-rate constitutive model for sand and its application in finite-element analysis of tunnels subjected to blast-Reference-Cited by-同舟云学术

A high strain-rate constitutive model for sand and its application in finite-element analysis of tunnels subjected to blast

Published:2012-10-24 Issue:15 Volume:37 Page:2590-2610
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Higgins William¹,Chakraborty Tanusree²,Basu Dipanjan³

Affiliation:

1. Department of Civil and Environmental Engineering; University of Connecticut; Storrs; CT; U.S.A.

2. Department of Civil Engineering; Indian Institute of Technology Delhi; India

3. Department of Civil and Environmental Engineering; University of Waterloo; 200 University Avenue W; Waterloo; ON; Canada

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference45 articles.

1. Strength of soils under dynamic loads;Casagrande;Proceedings of the American Society of Civil Engineers,1948

2. Loading rate effects on compressibility of sand;Jackson;Journal of the Geotechnical Engineering Division,1980

3. Lee KL Seed HB Dunlop P Effect of transient loading on the strength of sand Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, ASCE 1969 239 247

4. Seed HB Lundgren R Investigation of the effect of transient loading on the strength and deformation characteristics of saturated sands Proceedings of 57th Annual Meeting of the Society ASTM 1954 1288 1306

5. Shear strength of sands during rapid loading;Whitman;Journal of the Soil Mechanics and Foundations Division, ASCE,1962

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