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Liquefaction Evaluation of Densified Sand at Approach to Pier 1 on Treasure Island, California, Using SASW Method

Published

Author(s)

R D. Andrus, K H. Stokoe, R M. Chung, J A. Bay

Abstract

Areas of improved and unimproved soil near berthing Pier 1 at Treasure Island, California, were investigated by the Spectral-Analysis-of-Surface-Waves (SASW) test. The upper 12 m of sand fill beneath the approach to the pier had been densified by a vibrating probe technique in 1985. The area of improved soil, which is 23 m wide and 93 m long, performed well during the 1989 Loma Prieta earthquake (moment magnitude = 7.0) while sinkholes, sand boils and cracks formed in the adjacent unimproved areas. SASW tests were conducted on a 240-m-long alignment that extended across the area of improved soil using a seismic vibrator as the principal source with receiver spacings from 7.6 m to 76 m. Average shear wave velocities determined for the densified and undensified sand fill below the water table were 192 m/s and 167 m/s, respectively. Two simplified analytical procedures based on shear wave velocity correctly predict no liquefaction for the densified sand, and marginal liquefaction for the undensified sand. Although less conservative, liquefaction assessment procedures based on the SPT and CPT provide similar predictions.
Citation
NIST Interagency/Internal Report (NISTIR) - 6230
Report Number
6230

Keywords

building technology, SASW test, seismic testing, shear wave velocity, soil improvement, soil liquefaction, surface waves

Citation

Andrus, R. , Stokoe, K. , Chung, R. and Bay, J. (1998), Liquefaction Evaluation of Densified Sand at Approach to Pier 1 on Treasure Island, California, Using SASW Method, NIST Interagency/Internal Report (NISTIR), National Institute of Standards and Technology, Gaithersburg, MD (Accessed July 13, 2024)

Issues

If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.

Created October 1, 1998, Updated February 19, 2017