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NEES Project Warehouse

Performance Testing of Full-Scale Bridge Abutments
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-2: Lateral Testing of Bridge Abutment Backwall with 5.5' Sandy backfill
Dates: July 22, 2006 - July 31, 2006
Description: A reinforced concrete abutment backwall specimen with dimensions of 15 ft in width, 8.5 ft in height and 3ft in thickness was pushed under quasi static lateral loading into a 5.5 ft high, densely compacted SE 30 backfill material according to Caltrans...
Facility: University of California, Los Angeles, CA, United States


  Experiment-3: Lateral Testing of Bridge Abutment Backwall with 8' Sandy backfill Test 1
Dates: June 30, 2009 - August 30, 2009
Description: A reinforced concrete abutment backwall specimen with dimensions of 15 ft in width, 8.5 ft in height and 3ft in thickness was pushed under quasi static lateral loading into a 8.0 ft high, densely compacted SE 30 backfill material according to Caltrans...
Facility: University of California, Los Angeles, CA, United States


  Experiment-4: Lateral Testing of Bridge Abutment Backwall with 8' Sandy backfill Test 2
Dates: July 01, 2010 - May 30, 2011
Description: A reinforced concrete abutment backwall specimen with dimensions of 15 ft in width, 8.5 ft in height and 3ft in thickness was pushed under quasi static lateral loading into a 8.0 ft high, densely compacted SE 30 backfill material according to Caltrans...
Facility: University of California, Los Angeles, CA, United States


  Experiment-5: PreTEST: Wall without Backfill
Dates: July 17, 2006 - July 17, 2006
Description: Base friction tests involved application of several increments of horizontal wall displacement towards the backfill without allowing vertical displacement. The concrete backwall specimen T5.5 rested directly on native soil.More details on this test in...
Facility: University of California, Los Angeles, CA, United States
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