Effect of static shear stress on the cyclic resistance of sands in simple shear loading

Author:

Sivathayalan Siva1,Ha Da2

Affiliation:

1. Department of Civil and Environmental Engineering, Carleton University, 3432 Mackenzie Building, 1125 Colonel By Drive, Ottawa, ON K1S 5B6, Canada.

2. Geocomp Corporation, 1145 Massachusetts Avenue, Boxborough, MA 01719, USA.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. An evaluation of direct simple shear tests on clay

2. Airey, D.W., Budhu, M., and Wood, D.M. 1985, Some aspects of the behaviour of soils in simple shear.InDevelopments in soil mechanics and foundation engineering 2.Edited byP.K. Banerjee and R. Butterfield. Elsevier Applied Science Publishers, New York. pp. 185–213.

3. A Hollow Cylinder Torsional Simple Shear Apparatus Capable of a Wide Range of Shear Strain Measurement

4. ASTM. 2001a. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM standard D-4253-00.InAnnual Book of ASTM Standards, Vol. 04-08. American Society for Testing and Materials, West Conshohocken, Pa.

5. ASTM. 2001b. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM standard D-4254-00.InAnnual Book of ASTM Standards, Vol. 04-08. American Society for Testing and Materials, West Conshohocken, Pa.

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