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Field Verification of the Energy-Based Procedure to Predict the Liquefaction Potential of Soil Deposits

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Figure

Fig. 2. Particle Size Distributions of LSFD0, LSFD5,  LSFD15, and LSFD28
Fig. 3. Lumped Mass Model
Fig. 10 Comparison of Dissipated Unit Energy due to EW  Component, NS Component, and Both Horizontal
Fig. 11 Calculated Shear Stress-Strain Curves at a Depth  of 3.0 m at the Wildlife Site During the 1987 Elmore Ranch Earthquake

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