Laserfiche WebLink
70 <br /> Method: Morgenstern-Price <br /> Kh = 0 <br /> w <br /> Name: Ha2 <br /> Unit Weight: 125 pcf <br /> Name: Quarry Spalls Cohesion': 0 psf <br /> Unit Weight: 135 pcf Phi': 36 ° Critical Failure <br /> 30 Cohesion': 0 psf <br /> Phi': 38 ° Timber Pile Surface (FS= 1.5) <br /> FS= 1.5 Bulkhead <br /> Name: Bulkhead <br /> Unit Weight: 125 pcf Quarry Spalls <br /> o Cohesion': 100,000 psf _______________ <br /> SheetPile - ��--- -------------------------------------- <br /> M <br /> ---------------------------------- <br /> M 10 Bulkhead -- Name: Hf/Hal <br /> (D UnitWeight: 110 pcf <br /> LU ------------------------------------------------------1.: ---- \ Hf/Hal Cohesion': 0 psf <br /> `' Phi': 28° <br /> -10 I I / 1.� 1 1 1 1 7 1 T �_ <br /> Dredged Mud i <br /> Name: Qpnf <br /> Unit Weight: 130 pcf <br /> Cohesion': 0 psf <br /> r iii`: wv <br /> Qpnf <br /> -50 <br /> 0 20 40 60 80 100 120 140 160 180 200 <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 /> � SEGMENT C <br /> 2. The Morgenstern-Price method of analysis January 2014 21-1-21761-003 <br /> satisfies both moment and force equilibrium <br /> s for potential failure surface shown. SHANNON &WILSON, INC. FIG. 11 <br /> Geotechnical and Environmental Consultants <br />