Notes
Memorandum dated August 13, 1998 from Jamie Beaver and Allen Jones at Hart Crowser, Inc. to Michael Bailey (Hart Crowser), CC Pete Douglass (Peter M. Douglass, Inc.), project J-4978-01. Presents soil strength parameters for Phase II embankment stability analysis using UTEXAS3 program. Covers SPT N-value correlations for shear strength, friction angle (cohesionless soils including sands and sandy gravel), cohesion (varied from 0 to 750 psf for silty embankment fill and native silt/clay), residual friction angle related to plasticity index and Atterberg limits, unit weight from AGI Technologies boring logs using Dames and Moore sampling device, sensitivity analysis, catastrophic failure modes including drainage blanket failure and pore pressure coefficients, and groundwater mounding in Recessional Soils, Advance Outwash, and Glacial Till deposits in Seattle area.
