USGS professional paper · 1992 · 18 citations · 31 references
A northwest-trending valley in the bedrock surface is buried by firm Pleistocene bay clay, dense to very dense Pleistocene sand, soft Holocene bay deposits, loose to dense Holocene beach and dune sands, and artificial fill that have an aggregate maximum thickness of about 90 m. Depth to the ground-water table is generally less than 2.7 m (9 ft) except in one area of thick dune sand; the groundwater table is quite shallow in some places where no surface effects of liquefaction related to the earthquake were reported.
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Effects of Earthquakes on Dams and Embankments
N. M. Newmark · Géotechnique · 1965 · 2.7K citations
Geotechnical Engineering, Earthquake Engineering, Engineering +14
Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations
H. Bolton Seed, Kohji Tokimatsu, L. F. Harder et al. · Journal of Geotechnical Engineering · 1985 · 1.3K citations