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78 <br />68 <br />58 <br />Color <br />Name Slope Stability Unit Total <br />Material Model Weight Cohesion <br />(pcn (p6n <br />Effective <br />Fricion <br />Angle r) <br />1. Hydraulic Fill (Soft ML/Loose to M. Dense SM) (80%) <br />Mohr -Coulomb <br />120 <br />22.4 <br />1. Hydraulic RII (Soft ML/Loose to M. Dense SM) (residual) <br />Mohr -Coulomb <br />120 <br />3 <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 />❑ <br />5. Riprap Rock <br />Mohr -Coulomb <br />125 <br />45 <br />6. Ground Improvement (3%AR) <br />Undrained (Phi=O) <br />125 <br />6,480 <br />48 <br />38 <br />28 <br />18 <br />O <br />8 <br />+r <br />M2�----------- <br />-22 <br />-32 <br />-42 <br />-52 <br />-62 <br />-72 1L <br />I <br />-82 <br />-200 <br />❑ Failure Wedge Height = 29 feet <br />❑ Yield Acceleration = 0.25g <br />❑ Lateral Spreading = 3.1 inches <br />-100 0 100 200 300 <br />Distance <br />Post -Improvement Slope Stability - Seismic Condition <br />8 <br />O <br />-2 <br />_O <br />-12 L1J <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 />GWENGINEER5 Figure so <br />