Hayward Bridge Geotechnical Array Soil Dynamic Properties
Publication: Geo-Congress 2023
ABSTRACT
This paper infers shear wave velocity profiles and soil dynamic properties from acceleration recordings at the instrumented Hayward I-580/I-238 bridge site in California where two geotechnical downhole arrays are located. The geotechnical arrays include three-component accelerometers at the surface and various depths down to the depth of 90 m. A total of 15 earthquakes were recorded during 2011–2022 ranging from Mw3.4 to 6. The cross-correlation method was employed to determine the average shear wave velocity profiles. The estimated shear-wave velocity profiles show agreement with the results of corresponding P-S suspension logging data. In addition, the uncertainty envelopes for the shear wave velocity profiles were generated. Furthermore, the shear modulus and damping properties were calculated, which showed a more linear behavior at the east downhole array compared to the west downhole array, which was consistent with the sub-surface soil information. The damping ratios increased with shear strain and were generally less than 1.2%.
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REFERENCES
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Published online: Mar 23, 2023
ASCE Technical Topics:
- Continuum mechanics
- Dynamic properties
- Dynamics (solid mechanics)
- Engineering mechanics
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Fluid velocity
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Material mechanics
- Material properties
- Materials engineering
- Mechanical properties
- Seismic waves
- Shear modulus
- Shear stress
- Shear waves
- Soil dynamics
- Soil mechanics
- Soil properties
- Solid mechanics
- Stress (by type)
- Structural analysis
- Structural behavior
- Structural engineering
- Water and water resources
- Wave velocity
- Waves (mechanics)
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