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STATIC CONDITIONS <br /> Method:Morgenstern-Price <br /> Kh=0 <br /> 40 <br /> 00 <br /> FS= 1.8 <br /> z, <br /> Name Hat <br /> Unit Weight:125 pcf <br /> Cohesion':0 psF <br /> o Phi':36' <br /> i_____________ ___________ _____________________________________♦_' Name:Hf/Ha <br /> UnitWeight 110 pcf <br /> w Cohesion'.0 lost <br /> Phi':28.. <br /> i <br /> Name:Opnf <br /> -- Unit Weight:130 pcf <br /> Cohesion';0 psf <br /> Phi':40" <br /> Distance <br /> SEISMIC CONDITIONS <br /> Method:Morgenstern-Price <br /> Kh=0.12 <br /> 40 <br /> an <br /> FS= 1.4 <br /> �o <br /> Name:Hat <br /> Unit Weight:125 pcf <br /> io Cohesion':0lost ——»___________________ ____________ <br /> o Phi':36` <br /> , __________ ______________----------------------------------- <br /> Name:Hf/Ha <br /> Unit Weight:110 pcf <br /> w Cohesion':0 psf <br /> Phi':28 <br /> i <br /> Name:Qpnf <br /> Unit Weight:130 pcf <br /> Cohesion':0 psf <br /> Phi%40 <br /> 1 Distance I. . <br /> NOTES <br /> 1. Units of soil parameters used are: Unit weight <br /> in pounds per cubic foot(pcf); cohesion in <br /> pounds per square feet(psf); and friction <br /> angle(Phi)in degrees. <br /> 14th St& 16th St- Marina District <br /> 2. The Morgenstern-Price method of analysis Port of Everett <br /> satisfies both moment and force equilibrium <br /> for potential failure surface shown. Everett, Washington <br /> 3. The horizontal coefficient of acceleration used GLOBAL STABILITY ANALYSES <br /> for the seismic condition is equal to PGA/2 = SEGMENT A, B & C <br /> 0.12g <br /> 4. We used 250 pound per square feet as a January 2014 21-1-21761-003 <br /> surcharge load,for both static and seismic <br /> cases. SHANNON &WILSON, INC. FIG. 10 <br /> Geotechnical and Environmental Consultants <br />