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70 <br /> Method:Morgenstern-Price <br /> Kh=O <br /> so <br /> Critical Failure <br /> 30 - Surface(FS= 1.9) <br /> Timber Pile <br /> Name:Ha2 FS= 1.9 Bulkhead <br /> Unit Weight:125 pcf <br /> oCohesion':0 psf Deadman_ ---------------------IL-- <br /> :�. 10 Phi':36 ° Force ------------- <br /> c>3 <br /> N <br /> LU -----------------------------------------s, Hf/Hal Name: Hf/Hal <br /> Unit Weight:110 pcf <br /> Cohesion':0 psf <br /> -10 1 I 1 _ 1 7 _� _ -► . Phi':28 ° <br /> .a _ <br /> redged Mudline <br /> Hat <br /> -30 <br /> _ Name:Qpgm <br /> unit'weight:I OV NL,i <br /> Qpgm Cohesion':0 psf <br /> Phi':40 <br /> _50 <br /> 0 20 40 60 8o 100 120 140 160 180 200 <br /> Distance(ft) <br /> 14th St& 16th St- Marina District <br /> NOTES Port of Everett <br /> 1. Soil parameters shown are: Unit weight in Everett, Washington <br /> pounds per cubic foot(pcf); Cohesion in GLOBAL STABILITY ANALYSES <br /> pounds per square foot(psf); and friction TEMPORARY DREDGED CASE <br /> angle(phi) in degrees. <br /> � 14TH ST. BULKHEAD <br /> 2. The Morgenstern-Price method of analysis January 2014 21-1-21761-003 <br /> satisfies both moment and force equilibrium <br /> N for potential failure surface shown. SHANNON &WILSON, INC. FIG. 12 <br /> Geotechnical and Environmental Consultants <br />