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Color <br />IV■rrle <br />Slope Stability <br />Material Model <br />lkrit <br />Ylkight <br />cwn <br />Total <br />Cohesion <br />(can <br />EffectEl ive <br />Fricton <br />� i~► <br />1. Hydraulic RII (Soft MULoose to M. Dense SM) (80%) <br />Mohr -Coulomb <br />120 <br />22.4 <br />1. Hydraulic Fill (Soft MULoose to M. Dense SM) (residual) <br />Mohr�oulomb <br />120 <br />3 <br />2. Recent Deports (Soft to M. Stiff MULoose SM) (rerdual) <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 Soil (Dense to V. Dense SP) <br />Mohr�oulomb <br />130 <br />39 <br />5. Riprap Rode <br />Mohr -Coulomb <br />125 <br />45 <br />■ <br />6. Ground Improvement (3%AR) <br />Lhdrained (Phi=O) <br />125 <br />6,480 <br />78 78 <br />HDrz Seismic Coef.: <br />68 68 <br />58 58 <br />48 48 <br />Pori ing Range <br />38 38 <br />28 1.0 a-4n-P-3 P-a Building load =115 psf 28 <br />&2 B-1 P-3 8-101/103 • TP-a <br />O 8 8 O <br />CU -2----------------------------------— 2 > <br />W -12 r ♦ • ♦ ♦ -12 u,J <br />Ig1MM41!r+ -- <br />-22 -22 <br />-32 <br />Factor of Safety -32 <br />■ 1.0- 1.1 <br />■ 1.1-12 <br />-42 D 1.2- 1.3 -42 <br />O 1.3- 1.4 <br />■ 1.4- 1.5 <br />-52 ■ 1.5-1.6 -52 <br />/ ■ 1.6- 1.7 <br />■ 1.7- 1.6 <br />-62 ■ 1.6-1.s -62 <br />■ Z 1.9 <br />-72 -72 <br />-82 I -82 <br />-200 -100 0 100 200 300 400 <br />Distance <br />Post -Improvement Slope Stability - Post -Earthquake Condition <br />Port of Everett Waterfront Place Central PGL Site <br />Everett, Washington <br />GEoENGINEERS Figure <br />