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SHEAR VALUES <br />8.0 <br />n <br />4.0 <br />m <br />rx <br />F <br />2.0 <br />S <br />Cn <br />0 <br />Effective Stresses <br />gyp= 2B c= 0.34 <br />effective <br />z.o a.o a.o a.o lD.o lz.o la.o lfl.o <br />NORMAL STRESS (ksf) <br />G <br />&~ <br />Specimen Location <br />Initial Specimen Data <br /> <br />SoD <br />m ~ <br />rnx Boring <br />Number Depth <br />(Ft) Semple <br />Type Length <br />(in) Diameter <br />(in) Dry <br />Oe¢aity <br />f Moisture <br />Content <br />S Description <br />1 J 5-20 Renolded 6.014 2.401 104.5 15.6 Smdy Clny <br />2 J 5-20 Renolded 6.006 2.402 104.5 15.8 Snndy Clay <br />3 J 5-20 Renolded 6.010 2.401 104.4 15,7 Sandy Clay <br /> <br />a m Test Values at Maximum Pri¢cipal Stress Ratio <br />L <br />y Total Total <br />Deflator Ef7eettve Etleetlve <br />Pan <br />Percent ReIDarlts <br />u Ca~lning ~~ Slraxe fatarel Axial Pranura Streio <br />0.z Slrea Slrea+ Slrees Streee ¢~ <br />to Q3 OI QI-~9 d N' <br />1 12103 13699 1596 266 1962 11637 3,33 All Samples Remolded <br />2 L3232 15479 2247 632 2079 12600 5.04 to 857 Ste¢dard <br />3 15232 19149 3917 1595 5512 13637 7.61 Proctor De¢sity <br /> <br />GROUND INGR~ING CONSULTANTS, INC. <br />SHEAR STRENGTH OF SOIL <br />IN TRIAXIAL COMPRESSION <br />`r <br />u <br /> <br />Job No. 91-562 Figure 13 <br />