Degradation of Sands due to Combined Sinusoidal Loading-Reference-Cited by-同舟云学术

Degradation of Sands due to Combined Sinusoidal Loading

Published:2006-12 Issue:12 Volume:132 Page:1628-1632
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Aggour M. Sherif¹²,Zhang Jim X.¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: msaggour@umd.edu

2. Senior Geotechnical/Structural Engineer, Tidewater Skanska Inc., Virginia Beach, VA.

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%291090-0241%282006%29132%3A12%281628%29

Reference12 articles.

1. Aggour M. S. and Zhang J. X. (2005). “Prestraining of sand due to various types of combined excitations.” Electronic Proc. Joint ASME/ASCE/SES Conf. on Mechanics and Materials McMat 2005 Dept. of Civil and Environmental Engineering Louisiana State Univ. Baton Rouge La.

2. Drnevich V. P. Hardin B. O. and Shippy D. J. (1978). “Modulus and damping of soils by the resonant-column method.” Dynamic Geotechnical Testing ASTM STP 654 Philadelphia 91–125.

3. Griffin P. M. and Houston W. N. (1979). “Interaction effects of simultaneous torsional and compressional cyclic loading of sand.” Rep. No. UCB/EERC-79/34 Univ. of California Berkeley Calif.

4. Hardin B. O. (1970). “Suggested methods of tests for shear modulus and damping of soils by the resonant column.” Special Procedures for Testing Soil and Rock for Engineering Purposes ASTM STP 479 Philadelphia 516–529.

5. Shear modulus and damping in soils;Hardin B. O.;J. Soil Mech. and Found. Div.,1972

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