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Liquefaction Potential Analyzer

Idriss & Boulanger (2008) simplified SPT triggering procedure with cyclic stress ratio, resistance ratio and factor of safety profiles.

1. Seismic Parameters
Design earthquake moment magnitude
Geometric mean peak horizontal ground accel.
2. Site & Soil Conditions
Depth of SPT test / soil layer
Static ground water table depth
Total moist/saturated unit weight
Percent passing #200 sieve (< 0.075 mm)
3. SPT Field Data & Corrections
Field measured raw blow count
Hammer efficiency (typical: Safety=60%, Auto=80%)
1.0 for 65-115 mm, 1.05 for 150 mm, 1.15 for 200 mm
0.75 (<4m), 0.85 (4-6m), 0.95 (6-10m), 1.0 (>10m)
1.0 with standard liner, 1.1-1.3 without liner

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