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s 35 des. <br /> Cohesion 0 psi <br /> Tan = = 0.70 <br /> s <br /> Effective Stress <br /> I:T 111 1 1 1 F- I <br /> Total Stress <br /> 40 <br /> � s <br /> w 5—ip <br /> 0 ss 40 60 so is• 120 140 160 1s0 200 <br /> NORMAL STRESS (psi) <br /> Sample of Alluvium (Remolded) <br /> troin test hole --- at depth of '-- feet <br /> 1s® <br /> Type of test Consolidated. Undrained <br /> 11 TEST POINT NO. V660 <br /> 2 3 <br /> ' Moisture Content (S) Wo 5.9 6.0 <br /> 100 S Dry Density (pci) do 0 0 <br /> Saturation (s) So <br /> _ ,0 Void Ratio to -- -- -- <br /> DC Moisture Content (S) We 10.9 11.4 11.6 <br /> Dry Density (pcf) do 126.8 125.9124.8 <br /> Saturation (S) <br /> 7 W Void Ratio et <br /> 111 Final Back Pressure(pal) Uo 60 80 90 <br /> � to <br /> Q: <br /> s Minor Principal Stress fps$ Oa 80 40 20 <br /> Deviator Stress ae0 od 99 48 29 <br /> W 40 <br /> � Major Principal Stress t►ss �1 179 IIII 49 <br /> IP <br /> s Pore Pressure WO U 41.4 23.3 8.1 <br /> s <br /> r Effective Minor Principal Stress t c <br /> so s 38.6 16.7 1..: <br /> Effective Major Principal Stress tj1 137.6 64.7 40.9 <br /> 1 <br /> Initial Diameter (in.) Do 2.8 2.1 2 <br /> Initial Height (in.) Ho 6.0 6.0 6.0 <br /> 0 a 10 is 20 !b Controlled Test(in./min. <br /> AXIAL STRAIN (%) <br /> TRIAXIAL SHEAR TEST RESULTS Job No: 1-1364-7036-04 <br /> dam Date: 6/10/87 <br /> WINFOX Co�ulting Engineers and Geologists Figure -21 <br /> sl.li•1s <br />