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Port of Everett—South Terminal Wharf& Electrical Upgrades—Phase 2 115 <br /> Table 12 - Summary of FLAC Displacements for Design Earthquake for Existing and <br /> Phase II Upgrade Conditions <br /> Displacement Summary (Approximate) <br /> Case Ground <br /> Description Toe of <br /> No. Motion ID Behind Crest Mid-Slope Slope Downslope <br /> Dike (STA= (STA= 0+ (STA= 1 + <br /> 0—40) (STA= 0) 60) (STA= 1 + 90) <br /> 30) <br /> Existing 6 to 12 12 to 15 8 to 9 -6.5 <br /> 1 RSN1082DE condition inches inches inches 6 inches— inches <br /> 2 RSN1082 DE Phase II 12 to 18 12 to 18 —11 —6 inches —6 inches <br /> — Upgrade inches inches inches <br /> Existing 4 to 8 18 to 24 —18 10 to 11 — 11 <br /> 1 OLY49 DE <br /> condition inches inches inches inches inches <br /> 2 OLY49 DE Phase II —18 inches 18 to 30 14 to 15 9 to 10 —10.5 <br /> Upgrade inches inches inches inches <br /> 1 RSN4228 DE Existing 0 inches 6 to 9 —6 inches —5 inches —5 inches <br /> — condition inches <br /> 2 RSN4228 DE Phase II 0 inches 6 to 9 6 to 8 —4.5 —4.5 <br /> — Upgrade inches inches inches inches <br /> 1 RSN4031 DE Existing 0 inches 10 to 12 7 to 8 —5 inches --5.5 <br /> — condition inches inches inches <br /> 2 RSN4031 DE Phase II --1 inch 10 to 15 —8 inches —4 inches —5 inches <br /> — Upgrade inches <br /> 1 TCGH12 DE Existing 3 to 3.5 —10 feet —20 feet —4 feet 3.75 to 4 <br /> — condition feet feet <br /> 2 TCGH12 DE Phase II 1 to 1.5 --5 feet 2 to 2.5 —1.5 feet —1.5 to 2 <br /> — Upgrade feet feet feet <br /> Lateral Pile Analysis <br /> The following sections provide recommendations for the soil parameters required to calculate the lateral <br /> capacity of piles. <br /> Lateral Pile Capacity and Recommended LPILE Model Parameters <br /> The lateral capacity of a pile depends on its length,stiffness in the direction of loading, proximity to other <br /> piles, and degree of fixity at the head, as well as the engineering properties of the soil providing support to <br /> the pile.Since the capacity depends on both the structural and geotechnical properties, lateral analysis <br /> I7 <br /> MI 19232-01 <br /> HARTCROWSER December 6,2017 <br />