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Seismic Stability of Levees Resting Atop Peat Soil
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07 Feb 2014 | Multimedia | Contributor(s): NEES EOT
Presenters: Scott J. Brandenberg (M. EERI), UCLA; Jonathan P. Stewart (M. EERI), UCLA; Curt Schmutte, Schmutte Consulting; Anne Lemnitzer (M. EERI), University of California, Irvine. Seismic...
Feb 05 2014
NEES/EERI Research-to-Practice Webinar: Seismic Stability of Levees Resting Atop Peat Soil
Centrifuge Test of Liquefiable Site Treated with Drains
03 Sep 2013 | Computational Models | Contributor(s): Rachelle Howell, Xiaoyue Wang, Ellen M. Rathje
This OpenSees model is a full 2D, plane strain model of the SSK01 and RNK01 centrifuge tests performed at UC Davis as part of the project NEES-GC: Seismic Risk Mitigation for Port Systems...
Centrifuge Modeling for Soil-Pile-Bridge Systems with Numerical Simulations Accounting for Soil-Container-Shaker Interaction
31 Jul 2010 | Publications | Contributor(s): Mahadevan Ilankatharan
Centrifuge testing of soil-pile-bridge systems was conducted using the NEES (Network of Earthquake Engineering Simulation) geotechnical centrifuge at UC Davis. This testing was a part of a...
UCD/CGMDR-05/05: A Demonstration of the NEES System for Studying Soil-Foundation-Structure Interaction Centrifuge Data Reprot for Test Series MIL01
31 Jul 2010 | Publications | Contributor(s): Mahadevan Ilankatharan, HyungSuk Shin, Bruce Lloyd Kutter, Steve Kramer, Pedro Arduino
This test series includes a scale model of a two-bay prototype bridge structure with the sloping ground conditions that are assumed to exist at the site of the prototype bridge structure. Due to...
FLIQ: Foundation and Ground Performance in Liquefaction Experiments
29 Nov -0001 | Databases | Contributor(s): Jacquelyn Allmond, Bruce Lloyd Kutter, Jonathan Bray, Connor Hayden
The consequences of seismically induced liquefaction have been intensely studied through case histories, numerical simulations, and many experiments involving shallow foundations on liquefiable...