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EARTH PRESSURE LOADING DIAGRAM <br /> 110 CANTILEVERED SOLDIER PILE SHORING <br /> - _ <br /> H - <br /> 35 pcf FOR HORIZONTAL BACKSLOPE <br /> 45 pcf FOR TEMPORARY 1H:1V BACKSLOPE <br /> NOTE: <br /> — <br /> FOR DESIGN OF LAGGING EARTH <br /> _ <br /> PRESSURE CAN BE REDUCED BY 50 <br /> PERCENT TO ACCOUNT FOR ARCHING <br /> BETWEEN SOLDIER PILES. SOLDIER PILE <br /> 110 - SPACING SHOULD NOT EXCEED 8 FEET. <br /> 35H psf <br /> 350 pcf PASSIVE EARTH <br /> PRESSURE TAKEN OVER 2 <br /> PILE DIAMETERS <br /> (VALUE INCLUDES SAFETY <br /> FACTOR OF 1.5) <br /> . _ <br /> D <br /> NOT TO SCALE <br /> EARTH PRESSURE LOADING DIAGRAM <br /> O Terra CANTILEVER SOLDIER PILE SHORING <br /> PROPOSED STORAGE BUILDING <br /> \* • • Associates! Inc. EVERETT, WASHINGTON <br /> Consultants in Geotechnical engineering <br /> EnvirLenetTitaHrith Sciences Proj. No.T-6116-2 Date OCT 2015 j Figure 3 <br />