The Loma Prieta, California, Earthquake of October 17, 1989Liquefaction
Soil Liquefaction in the East Bay During the Earthquake
Figure 30

Assessment of soil-liquefaction potential from Arias intensity versus cyclic-stress ratio method, showing plots of Arias intensity within soil column (A) and cyclic-stress ratio (B) versus normalized cone-penetration resistance for Loma Prieta study sites listed in table 1.
|