Dynamic Modulus and Damping Ratio Measurements from Free-Free Resonance and Fixed-Free Resonant Column Procedures-Reference-Cited by-同舟云学术

Dynamic Modulus and Damping Ratio Measurements from Free-Free Resonance and Fixed-Free Resonant Column Procedures

Published:2013-12 Issue:12 Volume:139 Page:2145-2155
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Schaeffer Kevin¹,Bearce Richard²,Wang Judith³

Affiliation:

1. Research Assistant, National Science Foundation Research Experience for Undergraduates, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

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

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.1943-5606.0000945

Reference52 articles.

1. Ashlock J. and Pak R. (2010). “Application of random vibration techniques to resonant column testing.” Proc. GeoFlorida 2010: Advances in Analysis Modeling and Design ASCE Reston VA.

2. ASTM. (2007a). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3(600 kN-m/m3)).” D698-07 West Conshohocken PA.

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

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