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

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

Differential compaction.

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Figure F-14

Illustration of effects of liquefaction or increased pore wat er pressures on ultimate bearing capacity

foundations.

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