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<br /> TABLE 13-462 <br /> S}IEAR VALUES <br />Effective Stresses <br /> <br />6 <br />0 y= 3 1 deg. c= 945 <br />. <br /> <br /> <br /> <br /> effective stress <br />'Y <br />4.0 <br /> <br />N <br />V) <br />fa] <br />x <br />f- <br />N <br /> <br />0 <br />a 2 - - <br />. <br />r <br />s <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />0 <br /> 2.0 4.0 G.O 0.0 10.0 12.0 14.0 16.0 <br />NORMAL STRESS (ksf) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> GROUND ENGINEERING CONSULT~INTS, INC. <br />SIIEf1R STRENCTIi OP SOIL <br />IN TRte\\?AL CCt~1PRESSION <br />dob Va. '~0-SRO 5i~nc•r 0 <br />G <br />~ ~ <br />Specimen Location <br />Initial Specimen Dato <br /> <br />Soil <br />v y <br />rnz Bortng <br />Number Depth <br />(Fl) Somple <br />Typa Length <br />(in) Diameter <br />(in) Dry <br />Density <br />cl 6tol~ture <br />Content <br />X Description <br />l 3 26.0 NX Corc 3.952 1.095 120.2 14.6 Cloystono <br />2 3 26.5 NX Corc 3.949 1.D61 118.6 15.4 Claystono <br />3 3 27.0 NX Corc 3.9D3 1.006 119.0 15.6 Claystenc <br /> <br />~~ Tasl Voluca at lfoximum Principal Strcev Ratio <br /> <br />y ettecu.e errecu.a <br />Deviator <br />Pare <br />Principle Romarks <br />y Internl Ar,el Slroa Prevurc Streaa <br />0.Z SUeaa 31reea y Patio <br />y a a nl_a, f <br />I 0.506 5.516 5.010 .0619 10.19 Naturul Undisturbed Sample <br />2 1.387 8.625 7.230 0.662 G.22 Nntural Undisturbed Sn mplc <br />3 2.170 16.D44 13.874 0.916 7.•10 Nntural Undistw~bed Smnplc <br /> <br /> <br />• <br />• <br />