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Normal Stress (ksf) <br />Ultimate : O @Ih)%95*wk 3*]*(1 (WhiI*iMAIR#}Peak: 0 <br />2.5 <br />20 <br />1.5 <br />1.0 <br />0.5 <br />0.0 L <br />0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 <br />Horizontal Deformation (inch) <br />Boring No. :8-9 <br />Sample No. : R-6 <br />Strength Intercept (C) : <br />0.37 (ksf)0.22 (ksD <br />17.52 *Pa) 3%F[t5 10.63 (kpa) U[MirE* <br />Depth (ft/m) : 15.0 4.58 Friction Angle (*) : 24.63 Degree .24.63 Degree <br />Description :Brown Sandy Fat Clay with traces of Caliche Shear Rate (inch/minute) :0.0025 <br />MOISTURE DRY DENSITY VOID NORMAL STRESS PEAK STRESS ULTIMATE STRESS <br />SYMBOL <br />CONTENT (86)(pcf)(kN/m')RATIO (ksf)(kPa)(ksf)(kPa)(ksf)(kPa) <br />21.00 111.20 17.50 0.60 1.00 47.88 0.77 36.77 a62 29.88 <br />19.93 113.59 17.88 0.56 2.00 95.76 1.37 65.50 1.22 58.61 <br />A 19.43 114.66 18.05 0.55 4.00 191.52 2.17 104.00 2.03 97.10 <br />GROUP Alliance - Broadstone Heritage <br />.,1 <br />DIRECT SHEAR TEST <br />(ASTM D -3080) <br />DELTA Project No. :LA 1248A Date : 05/21/16 <br />Figure No. : <br />2.5 <br />2.0 -1 1 <br />/5--0 <br />1.5 <br />. <br />. <br />. <br />/57- <br />1.0 <br />. <br />. <br />Z. <br />0.5 <br />/ /1 <br />0.0 <br />0.0 0.5 1.0 1.5 20 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0