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78 <br />68 — <br />58 <br />color <br />Name <br />Slope Stability <br />Material Model <br />Unit <br />Vlkight <br />(pLt <br />Effective <br />Friction <br />Angle (°) <br />1. Hydraulic Fill (Soft MULoose to M. Dense SM) (80%) <br />Mohr -Coulomb <br />120 <br />22.4 <br />❑ <br />1. Hydraulic Fill (Soft MULoose to M. Dense SM) (residual) <br />Mohr -Coulomb <br />120 <br />3 <br />❑ <br />2. Recent Deposits (Soft to M. Stiff ML/Loose SM) (residual) <br />Mohr -Coulomb <br />125 <br />5 <br />■ <br />3. Recent Deposits (M. Dense SP) (residual) <br />Mohr -Coulomb <br />125 <br />9 <br />4. Glacially Consolidated Sal (Dense to V. Dense SP) <br />Mohr -Coulomb <br />130 <br />39 <br />5. Riprap Rode <br />Mohr -Coulomb <br />125 <br />45 <br />48 <br />38 <br />28 <br />18 <br />O <br />8 <br />O <br />2 <br />---------- <br />, <br />_O <br />LLJ <br />-12 �- <br />-22 — <br />-32 I— <br />-42 - <br />-52 - <br />-62 '— <br />-72 - <br />-82 - — - <br />-200 <br />-100 0 100 200 300 <br />Distance <br />Slope Stability - Post -Earthquake Condition <br />78 <br />68 <br />58 <br />48 <br />38 <br />28 <br />18 <br />8 <br />O <br />-2 N <br />O <br />-12 LLJ <br />-22 <br />-32 <br />-42 <br />-52 <br />-62 <br />-72 <br />-82 <br />400 <br />Port of Everett Waterfront Place Central PGL Site <br />Everett, Washington <br />GEoENGINEER S r Figure <br />