Stiffness and Damping of Clean Quartz Sand with Various Grain-Size Distribution Curves-Reference-Cited by-同舟云学术

Stiffness and Damping of Clean Quartz Sand with Various Grain-Size Distribution Curves

Published:2014-03 Issue:3 Volume:140 Page:06013003
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wichtmann T.¹,Triantafyllidis Th.²

Affiliation:

1. Researcher, Institute of Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology, 76131 Karlsruhe, Germany (corresponding author).

2. Professor and Director of the Institute of Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology, 76131 Karlsruhe, Germany.

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.1943-5606.0000977

Reference6 articles.

1. Sand stiffness under various triaxial stresses;Hardin B. O.;J. Soil Mech. Found. Div.,1966

2. Shear modulus and damping in soils: Design equations and curves;Hardin B. O.;J. Soil Mech. Found. Div.,1972

3. Elastic wave velocities in granular soils;Hardin B. O.;J. Soil Mech. Found. Div.,1963

4. Stokoe K. H. Darendeli M. B. Andrus R. D. and Brown L. T. (1999). “Dynamic soil properties: Laboratory field and correlation studies.” Proc. 2nd Int. Conf. on Earthquake Geotech. Eng. Vol. 3 A. A. Balkema Leiden Netherlands 811–845.

5. Influence of the Grain-Size Distribution Curve of Quartz Sand on the Small Strain Shear Modulus Gmax

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