Validation of Centrifuge Model Scaling for Soil Systems via Trapdoor Tests-Reference-Cited by-同舟云学术

Validation of Centrifuge Model Scaling for Soil Systems via Trapdoor Tests

Published:2011-11 Issue:11 Volume:137 Page:1075-1089
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Iglesia Geraldo R.¹²³,Einstein Herbert H.¹²³,Whitman Robert V.¹²³

Affiliation:

1. Principal, G2D Resources, LLC, 7966 Arjons Dr., Suite 204, San Diego, CA 92126-6361 (corresponding author).

2. Professor of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139-4307.

3. Professor Emeritus of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139-4307.

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%29GT.1943-5606.0000517

Reference19 articles.

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2. Christensen S. N. and Bagge G. (1977). “Centrifugal testing on the bearing capacity of circular footings on the surface of sand.” Dialog 20th Anniversary of the Danish Engineering Academy Copenhagen Denmark.

3. Arching in piled embankments: Comparison of centrifuge tests and predictive methods—Part 2 of 2;Ellis E.;Ground Eng.,2009

4. Ueder den Erdduck gegen innere Stützwande (Tunnelwande);Engesser Fr.;Deutsche Bauzeitung,1882

5. Ferguson K. A. and Ko H.-Y. (1981). “Centrifugal modelling of the cone penetrometer.” Proc. Symp. on Cone Penetration Testing and Experience ASCE Reston VA 108–127.

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