Relationships between Particle Shape Characteristics and Macroscopic Damping in Dry Sands-Reference-Cited by-同舟云学术

Relationships between Particle Shape Characteristics and Macroscopic Damping in Dry Sands

Published:2012-08 Issue:8 Volume:138 Page:1002-1011
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ham Andrea¹,Wang Judith²,Stammer Jane G.³

Affiliation:

1. Staff Engineer, TetraTech, 350 Indiana St., No. 500, Golden, CO 80401.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1500 Illinois St., Golden, CO 80401 (corresponding author).

3. Graduate Research Assistant, Dept. of Geology and Geological Engineering, Colorado School of Mines, 1516 Illinois St., Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000663

Reference59 articles.

1. ASTM. (2007a). “Standard test methods for modulus and damping of soils by the resonant column method.” D2850-07 West Conshohocken PA.

2. ASTM. (2007b). “Standard test methods for modulus and damping of soils by the resonant column method.” D4015-07 West Conshohocken PA.

3. Bell N. Yu Y. and Mucha P. J. (2005). “Particle-based simulation of granular materials.” Proc. Eurographics/ACM SIGGRAPH Symp. on Computer Animation Eurographics Association Geneva Switzerland.

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