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Liquefaction Assessment

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 Engineering10 sections27 sample rowsKey: assessment_method

Attributes

parameter_name
parameter_group
value_min
value_typical
value_max
unit
n1_60cs
depth_mm
sigma_v_kPakPa
magnitude_mw
fines_content_pct
notes

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