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s 36 des. <br /> H-1-EE I 1 1 11 H1 <br /> Cohesion 0 pal <br /> Tan W z 0.70 <br /> w • Effective Stres <br /> Total Stress <br /> � 4 <br /> .9!::� ,--�j <br /> 0000000 <br /> lol- <br /> J- \ <br /> • 20 40 60 t0 100 120 140 160 ISO 200 <br /> NORMAL STRESS (PSI) <br /> Sample of Alluvium (Remolded) <br /> i2 from test hole --- at depth of "- feet <br /> Type of teat Consolidated. Undrained <br /> i t TEST POINT NO. 1 2 3 <br /> Moisture Content 09) Wo 6.6 5.9 6.0 <br /> 100 Dry Density (pcf) do 128.9 129.7a <br /> Saturation (X) So <br /> Vold Ratio so -- -- -- <br /> $ Moisture Content 09) We 10.9 11.41 11.6 <br /> so Dry Density (pcf) do 126.8 125.9 1 4 <br /> Saturation (s) <br /> Sc I gs Q, ., <br /> 7 O Void Ratio sc <br /> {N Final hack Pressure(psi) Uo 60 80 90 <br /> Go m <br /> t Minor Principal Stress asq Os 80 40 20 <br /> Deviator Stress 4pa0 od 99 48 29 <br /> W 4 Major Principal Stress bsf di 179 IIII 49 <br /> O <br /> i Pore Pressure aaq U 41.4 23.3 8.1 <br /> 20 Effective Minor Principal Stress 38.6 16.7 1 c <br /> 1 Effective Najor Principal Stress O1 137.6 64.7 40.9 <br /> Initial Diameter On.) Do 2.$ 2.u 2 <br /> Initial Haight (in.) No <br /> 6.0 6.0 6.0 <br /> 0 s 10 is s0 is <br /> AXIAL STRAIN (X) Controlled Test(in./min.TRIAXIAL SHEAR TEST RESULTS Job No: 1-1364-7036- <br /> 04 <br /> ZF <br /> Date: 6/10/8D7 <br /> OX Consulting Engineers and Geologists Figure -21 <br /> sLR•» <br />