Effect of Shaking Intensity on Interactive Behavior of Soil-Pile Group Foundations in Liquefiable Soil during Shaking Table Tests
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784413234.079
Reference10 articles.
1. Boulanger R. W. Wilson W. W. and Kutter B. L. (1997). ``Soil-pile-superstructure interaction in liquefiable sand.'' Transportation Research Record 1569 Transportation Research Board Washington D.C.
2. Chang D. D. Boulanger R. W. Kutter B. L. and Brandenberge S. J. (2005). "Experimental observations of inertial and lateral spreading loads on pile groups during earthquakes." Proceedings of Sessions of the Geo-Frontiers 2005 Congress ASCE Geotechnical Special Publication (GSP 133).
3. Nonlinear seismic soil–pile–structure interactions: Shaking table tests and FEM analyses
4. A Study of Piles during Earthquakes: Issues of Design and Analysis
5. Llankatharan M. and Kutter B. (2008). "Numerical simulation of a soil model-model container-centrifuge shaking table system" Geotechnical Earthquake Engineering and Soil Dynamics ASCE Geotechnical Special Publication Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress (GSP 181).
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