Evaluation of SPT-, CPT-, and shear wave-based methods for liquefaction potential assessment using Loma Prieta data
In. U.S. National Center for Earthquake Engineering Research (NCEER). Proceedings from the fourth Japan-U.S. workshop on earthquake resistant design of lifeline facilities and countermeasures for soil liquefaction. New York, U.S. National Center for Earthquake Engineering Research (NCEER), Aug. 1992. p.177-204, ilus, tab. (Technical Report NCEER, 1, 92-0019).
Monography
in En
| DESASTRES
| ID: des-7920
Responsible library:
CR3.1
Localization: CR3.1; DES
ABSTRACT
This study describes liquefaction-related damages near the East Bay shoreline, and provides an assessment of methods for prediction of liquefaction resistance based on SPT, CPT, and shear wave velocity measurements for five sites (1) the Port of Richmond;(2) San Francisco-Oakland Bay Bridge Toll Plaza; (3)Port of Oakland, 7th St. Marine Container Facility; (4)Bay Farm Island; and(5) Oakland International Airport.(AU)
Collection:
05-specialized
Database:
DESASTRES
Main subject:
Research
/
United States
/
Soil Mechanics
/
Earthquakes
Country/Region as subject:
America do norte
Language:
En
Journal:
Technical Report NCEER
Year:
1992
Document type:
Congress and conference
/
Monography