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SHANNON & WILSON, INC. <br /> TABLE 2 <br /> RECOMMENDED PARAMETERS FOR DEVELOPMENT OF P-Y CURVES USING LPILEPLus <br /> Friction Horizontal <br /> Elevation(ft,MLLW) Unit Angle Subgrade Strain at 50% <br /> Nearby at t Weight Cohesion (degrees) Reaction Maximum <br /> Boring Top of Layer LPILE (Pct) (psf) (pci) Stress Diff. <br /> Structure Nos. Bent HB nt A Soil Type Effective Static Static Static eso <br /> SW-1 <br /> B-1 Mudline Mudline API SAND 50 0 27 20 - <br /> B-2 <br /> South Terminal Wharf -35 -70 API SAND 56 0 35 75 - <br /> (Between Rows 27 and 35) <br /> STIFF CLAY <br /> -60 -90 w/o FREE 56 8,000 0 2,000 0.004 <br /> STANDING <br /> WATER <br /> Notes: <br /> 1.Soil layers boundaries should be linearly interpolated between bents H and A. <br /> General Notes: <br /> Parameters shown above are generalized based on the soil conditions observed in our boring SW-1 and those in existing explorations reported by others. <br /> ft=foot <br /> MLLW=mean lower low water <br /> pci=pounds per cubic inch. <br /> pcf=pounds per cubic foot <br /> psf=pounds per square foot <br /> 21-1-21962-003-R2-T2.xlsx 21-1-21962-003 <br />