Chapter
Mar 23, 2023

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

AASHTO LRFD bridge design specifications. (2012). Washington, D.C.: American Association of State Highway and Transportation Officials.
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Elgamal, A. W., Zeghal, M., Tang, H. T., and Stepp, J. C. (1995). “Lotung downhole array. I. Evaluation of site dynamic properties.” Journal of Geotech. Engrg., 121(4): 350–362.
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Seed, H. B., Wong, R. T., Idriss, I. M., and Tokimatsu, K. (1986). “Moduli and damping factors for dynamic analyses of cohesionless soils.” J. Geotech. Engrg., 112(11): 1016–1032.
Zeghal, M., Elgamal, A. W., Tang, H. T., and Stepp, J. C. (1995). “Lotung downhole array. II. Evaluation of soil nonlinear properties.” Journal of Geotech. Engrg., 121(4), 363–378.

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