A Multidirectional Cyclic Direct Simple Shear Device for Characterizing Dynamic Soil Behavior

Author:

Bhaumik Lopamudra1,Rutherford Cassandra J.2,Olson Scott M.3,Hashash Youssef M. A.3,Numanoglu Ozgun A.4,Cerna-Diaz Alfonso A.5,Weaver Thomas6

Affiliation:

1. Jacobs Engineering Group Inc., 2020 SW 4th Ave., #300, Portland, OR 97201, USA (Corresponding author), e-mail: Lopamudra.Bhaumik@jacobs.com, https://orcid.org/0000-0002-6912-6061

2. Department of Civil, Construction, and Environmental Engineering, Iowa State University, 406 Town Engineering Building, 813 Bissell Rd., Ames, Iowa 50011-1066, USA

3. Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 2230 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801-3028, USA

4. Schnabel Engineering, 16000 Christensen Rd., Suite 101, Seattle, WA 98188

5. AECOM, 6200 S. Quebec St., Greenwood Village, CO 80111, USA

6. Office of Research, US Nuclear Regulatory Commission, Two White Flint N., 11545 Rockville Pike, Rockville, MD 20852-2738, USA

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference124 articles.

1. Airey, D. W., M. Budhu, and D. M. Wood. 1985. “Some Aspects of the Behavior of Soils in Simple Shear,” In Developments in Soil Mechanics and Foundation Engineering, vol. 2, edited by P. K. Banerjee and R. Butterfield, 185–213. London: CRC Press.

2. An Evaluation of Direct Simple Shear Tests on Clay;Airey;Géotechnique,1987

3. Spatial Variation of Void Ratio and Shear Band Thickness in Sand Using X-Ray Computed Tomography;Alshibli;Géotechnique,2008

4. Monotonic and Cyclic Behaviour of Sand in Direct Simple Shear Test Conditions Considering Low Stresses;Al-Tarhouni;Soil Dynamics and Earthquake Engineering,2021

5. Cyclic Simple Shear Size Effects;Amer;Journal of Geotechnical Engineering,1987

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