Liquefaction Assessment: MSF

Seismic soil liquefaction assessment parameters for the Seed-Idriss simplified procedure and Boulanger-Idriss 2014 update — CRR vs (N1)60cs (SPT) and qc1N (CPT) for clean sand, magnitude scaling factors (MSF) for Mw 5.5–8.5, stress reduction coefficient rd vs depth, Kσ overburden correction, CN normalization, fines content correction delta_N, Ishihara surface manifestation H1/H2 criteria, and factor of safety thresholds.

Civil Engineeringassessment_method: MSF3 rows
assessment methodparameter keymagnitude mwnotesparameter groupparameter nameunitvalue maxvalue minvalue typical
MSFMSF_Mw5p55.5MSF = 10^2.24 / Mw^2.56 (Idriss & Boulanger 2008/2014); Mw=5.5 MSF varies with (N1)60cs per Boulanger-Idriss 2014 Eq.2.21: MSF_max=1+[(MSF_max-1)*(8.64*exp(-N1_60cs/4.2)-1.325)]; approximate tabulated value at moderate (N1)60cs; adjusts CRR for shorter durationmagnitude_scalingMagnitude Scaling Factor — Mw=5.5dimensionless2.51.892.2
MSFMSF_Mw6p06MSF = 10^2.24 / Mw^2.56; Mw=6.0 reference value at (N1)60cs=15 typical; use with CSRfield*(1/MSF) or equivalently CRRMw7.5*MSFmagnitude_scalingMagnitude Scaling Factor — Mw=6.0dimensionless1.891.461.65
MSFMSF_Mw6p56.5MSF at Mw=6.5; commonly encountered in moderate seismicity regionsmagnitude_scalingMagnitude Scaling Factor — Mw=6.5dimensionless1.551.181.34

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