Numerical Analysis of Rigid Inclusion Behavior under Lateral Loads-Reference-Cited by-同舟云学术

Numerical Analysis of Rigid Inclusion Behavior under Lateral Loads

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
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Author:

Rivera Alfonso J.¹²³⁴,Olgun C. Guney¹²³⁴,Brandon Thomas L.¹²³⁴,Masse Frederic¹²³⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 111 Patton Hall, Blacksburg, VA 24061.

2. Research Assistant Professor, Virginia Polytechnic Institute and State Univ., Dept. of Civil and Environmental Engineering, 111A Patton Hall, Blacksburg, VA 24061.

3. Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 22 Patton Hall, Blacksburg, VA 24061.

4. Vice-President of Engineering, Menard USA, 150 East Main St. Suite 500, Carnegie, PA 15106.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480441.004

Reference10 articles.

1. Beer F.P. Russell E. and DeWolf J.T. (2006). Mechanics of Materials. McGraw Hill 779 p.

2. Brinkgreve R.B.J. Engin E. and Swolfs W.M. (2013). PLAXIS 3D. Plaxis bv Delft Netherlands.

3. Buschmeier B. and Masse F. (2012). "Discussion of Differences in Design Methodology between Granular and Grouted Inclusions." XXVI Reunión Nacional de Mecánica de Suelos e Ingeniería Geotécnica November 14-16 2012 Cancun Mexico.

4. Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity

5. Macari E.J. Znidarcic D. Shiffman R.L. and Ko H.-Y. (1987). Speswhite Clay Triaxial Test Program. Report prepared for Exxon Production Research Company University of Colorado Boulder CO.

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