Figure F-11. Relationship between cyclic stress ratio (CSR) causing liquefaction

Seed-Idriss evaluation procedure

Table F-2. Scaling factors for influence of earthquake magnitude on liquefaction resistance

Seismic Design for Buildings - index
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Figure F-11

Relationship between cyclic stress ratio (CSR) causing liquefaction and

(N1)60 values for Mw = 7.5 earthquakes (Seed et al., 1985; Youd and Idriss,

1997).

F-22

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