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Response of Sands to Multidirectional Dynamic Loading in Centrifuge Tests
Alfonso Cerna-Diaz
,
Scott M. Olson
,
Youssef M.A. Hashash
, Ozgun A. Numanoglu
, Cassandra J. Rutherford
, Lopamudra Bhaumik
, Thomas Weaver
Civil and Environmental Engineering
Earth Science and Environmental Change
Research output
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Keyphrases
Dynamic Loading
100%
Sand
100%
Centrifuge Test
100%
Vertical Strain
100%
Multi-direction
75%
Shear Response
50%
Liquefaction
50%
Excess Pore Water Pressure
50%
Energy-based
25%
Effective Stress
25%
Total Stress
25%
Volumetric Response
25%
Loading Effect
25%
Level Ground
25%
Site Response Analysis
25%
Ground Conditions
25%
Intensity Measure
25%
Dynamic Centrifuge Test
25%
Pressure-strain
25%
Dense Sand
25%
Factor of Safety against Liquefaction
25%
Unidirectional Motion
25%
Partially Drained
25%
Saturated Sand
25%
Multidirectional Shaking
25%
Shaking Intensity
25%
Bidirectional Motion
25%
Engineering
Illustrates
100%
One Dimensional
100%
Dynamic Loads
100%
Effective Stress
100%
Loading Effect
100%
Factor of Safety
100%
Dense Sand
100%
Saturated Sand
100%