Figure F-13. Relationships Between Cyclic Stress Ratio (CSR),(Ni) And VolumetricStrain for Saturated claean Sands (From Tokimatsu and Seed, 1987).

Consequences of liquefaction - ufc_3_310_03a0488

Figure F-14. Illustration Of Effects Of Liquefaction Or Increased Pore Water Pressures On Ultimate Bearing Capacity Foundations

Seismic Design for Buildings - index
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Figure F-13

Relationship between cyclic stress ratio (CSR), (N1)60, and volumetric

strain for saturated clean sands (from Tokimatsu and Seed, 1987).

F-27

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