Performance evaluation of a nonlinear Winkler-based shallow foundation model using centrifuge test results

Author:

Raychowdhury Prishati,Hutchinson Tara C.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. The behavior of inverted pendulum structures during earthquakes;Housner;Bulletin of the Seismic Society of America,1963

2. Lateral cyclic loading centrifuge tests on square embedded footing;Gadre;Journal of Geotechnical and Geoenvironmental Engineering,1998

3. Shaking table test of failure of a shallow foundation subjected to an eccentric load;Maugeri;Soil Dynamics and Earthquake Engineering,2000

4. Rosebrook KR, Kutter BL. Soil-foundation structure interaction: shallow foundations. Centrifuge Data Report for the KRR01 Test Series: Data Report UCD/CGMDR-01/09, Center for Geotechnical Modeling, University of California, Davis, CA, 2001.

5. Rosebrook KR, Kutter BL. Soil-foundation structure interaction: shallow foundations. Centrifuge Data Report for the KRR02 Test Series: Data Report UCD/CGMDR-01/10, Center for Geotechnical Modeling, University of California, Davis, CA, 2001.

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