Hayward Bridge Geotechnical Array Soil Dynamic Properties
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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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784484654
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Supplemental Notes:
- © 2023 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Faeli, Zahra
- Motamed, Ramin
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Conference:
- Geo-Congress 2023
- Location: Los Angeles California, United States
- Date: 2023-3-16 to 2023-3-29
- Publication Date: 2023
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 257-267
- Monograph Title: Geo-Congress 2023: Geotechnics of Natural Hazards
Subject/Index Terms
- TRT Terms: Bridges; Earthquakes; Geotechnical engineering; Shear modulus; Soils; Waves
- Geographic Terms: Hayward (California)
- Subject Areas: Bridges and other structures; Geotechnology; Highways;
Filing Info
- Accession Number: 01885388
- Record Type: Publication
- ISBN: 9780784484654
- Files: TRIS, ASCE
- Created Date: Jun 20 2023 10:09AM