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MN S — all Ma MS MO — N all i NG all N NM all MS MS Ma <br /> Newmark Displacement (in) <br /> 0.000 <br /> 0.087 `. . <br /> 0.175 <br /> 0.263 <br /> ca <br /> tn.-- 0.350 <br /> 0.438 <br /> - 0.525 • <br /> - 0.613 <br /> 0.700 .. 2.082 in <br /> 0.788 <br /> 0.875 ii <br /> 0.963 <br /> 1.050 .111 <br /> 1.137 <br /> 0 1.225 <br /> ` 1.313 "_ F� <br /> *40-- eigW Unit ht Cohesion phi <br /> "' 1.400 c.s. Material Name Color fit eig Strength Type �P (deg) Water Surface Hu Type Hu <br /> 1.488 <br /> _ 1.575 Fill Sand I 120 Mohr-Coulomb 0 40 Water Surface Custom 1 <br /> 1.663 <br /> 1.750 Native Sand 120 Mohr-Coulomb 400 0 Water Surface Custom 1 <br /> . 1.838 <br /> Native Alluvial Sand 120 Mohr-Coulomb 0 36 Water Surface Custom 1 <br /> 2.013 <br /> - 2.100+ <br /> Building <br /> Crest of Shoreling Slope <br /> \ .4.' <br /> . F . Liquified Sand Layer <br /> .v <br /> 50 100 150 200 250 300 350 <br /> habrt <br /> SLIDE - An Interactive Slope Stability Program <br /> Description Potential Lateral Displacements(Inches) Due To Soil Liquefaction <br /> r o c s c i e n c e Br 1:392 a:wen)` Terra Associates, Inc. <br /> �, ,xa September 30, 2019 Fde"arr'e Lateral Spread Analysis Newmark.slmd <br />