Dynamic Centrifuge Testing of Slickensided Shear Surfaces

Author:

Meehan Christopher L.123,Boulanger Ross W.123,Michael Duncan J.123

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716 (corresponding author). E-mail: cmeehan@udel.edu

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. E-mail: rwboulanger@ucdavis.edu

3. Univ. Distinguished Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, 200 Patton Hall, Blacksburg, VA 24061. E-mail: jmd@vt.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference21 articles.

1. Seismic stability and deformation of clay slopes;Arango I.;J. Geotech. Engrg. Div.,1974

2. Kenney T. C. (1967). “The influence of mineral composition on the residual shear strength of natural soils.” Proc. Geotechnical Conf. Vol. 1 Oslo Norway 123–129.

3. Earthquake Deformation of Centrifuge Model Banks

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