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Newmark Displacement (in) <br /> 0.000 <br /> 0.087 <br /> 0. 75175 <br /> c 0.263 <br /> 0.350 <br /> 0.438 <br /> 0.525 <br /> 0.613 2.082 In <br /> 0.700 <br /> 0.788 <br /> 0.875 <br /> 0.963 <br /> 1.050 <br /> 1.225 <br /> c 1. 25 <br /> 1.313 1.400 Material Name Color (I Unit t Weight <br /> )ght Strength Type (p CohesionSO (deg) <br /> Phi hi Water Surface Hu Type Hu <br /> 1.488 <br /> 1.575 Fill Sand 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 /> 1.925 Native Alluvial Sand © 120 Mohr-Coulomb 0 36 Water Surface Custom 1 <br /> 2.013 <br /> 2.100+ <br /> 0 <br /> Building <br /> Crest of Shoreling Slope <br /> W <br /> ♦ <br /> Liquified Sand Layer <br /> 50 100 150 200 250 300 350 <br /> Pro�i�ct <br /> SLIDE - An Interactive Slope Stability Program <br /> *Wy§sDescgphon Potential Lateral Displacements (Inches) Due To Soil Liquefaction <br /> i r o c s c i e n c Do.w BY �1' 1:392 cry Terra Associates, Inc. <br /> Si;cFsr��avF��016 <br /> September 30, 2019 File Name Lateral Spread Analysis Newmark.slmd <br />