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- W62260932 abstract "Given the soil borings, the estimated soil properties, the free-field ground surface motions (at strong-motion stations on either side of the Cypress Street viaduct in Oakland, California), and the assessed buildup in porewater pressure in the Merritt sand discussed in the preceding paper in this Record, the nonlinear variation in the lateral and vertical-rotational pile foundation stiffnesses at Bents 61 (in Merritt sand) and 97 (in Bay mud) is established on the basis of the methodology outlined in 1992 by Norris. Assessed lateral behavior is compared with observed response from the California Department of Transportation (Caltrans) lateral pile group load tests at these bents. Differences between stiffnesses corresponding to conditions reflecting the Caltrans tests and those applicable during the Loma Prieta earthquake are discussed. Likewise, differences between the methodology used here and that reflected by FHWA and the Applied Technology Council are pointed out." @default.
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- W62260932 date "1993-01-01" @default.
- W62260932 modified "2023-09-28" @default.
- W62260932 title "SEISMIC PILE FOUNDATION STIFFNESSES AT CYPRESS STREET VIADUCT" @default.
- W62260932 hasPublicationYear "1993" @default.
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