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Complete - 05/22/2013
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|Description:||This experiment involved shaking the model test embankment with the NEES@UCLA MK15 eccentric mass shaker. Shake sequences included frequency sweep, step sweeps, and extended shaking at a given frequency. Accelerations of the embankment, underlying peat, and free field peat were measured, along with pore pressure response in the peat. Maximum accelerations at the embankment base reached 0.13g.|
|Dates:||July 28, 2011 - August 31, 2011|
|Facility:||University of California, Los Angeles, CA, United States|
|Specimen Type:||Embankment and Underlying Peaty Organic Soil (view)|
|Material:||Geogrind Reinforced Compacted Clay Embankment (view)|
MK15 Shaking Sensor List
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