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<br />• SHEAR VALUES <br />Ef[ective Stresses <br /> ~= 38 c= 0.15 <br /> 8.0 <br /> <br /> <br /> <br /> effective stress <br /> <br /> 4.0 <br /> <br /> m <br /> rn <br /> <br /> <br /> <br /> y <br /> <br /> <br /> 2.0 <br /> <br /> ~i <br /> <br /> <br /> <br /> <br /> <br /> <br /> 0 <br /> 2.0 4.0 8.0 0.0 <br />NORMAL STRESS 10.0 <br />(kef) 12.0 14.0 18.0 <br />.~ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> GROUND ENGINEERING CONSULTANTS, WC. <br />SHEAR STRENGTH OF SO1L <br />IN TRIAXIAL COMPRESSION <br />Job No. 91-562 Figure 12 <br />a <br />~ ~ <br />Specimen Location <br />Initial Specimen Data <br /> <br />sou <br />v ~ <br />rn z Boring <br />Number Depth <br />(Ft) Sample <br />Type Length <br />(in) Diameter <br />(in) Drp <br />Oenalty <br />( Nolature <br />content <br />X Description <br />1 B 9-10 Natural 3.847 1,900 105.8 21.4 Sandy Clay <br />2 H 9-l0 Naturol 3.693 1.929 103,8 22.1 Sandy Clny <br />3 B 9-10 Nnturnl 3,837 1.926 108.3 20.0 Sandy Cley <br /> <br />v y Test Values nt Maximum Principal Stress Ratio <br /> <br />Q d <br />~ Total Total <br />flevletor Effective EftacOVe <br />Pore <br />Percent Remade <br />~ ~~~~ ~~ 54e~e Iatarel Aaiel Preaura Stain <br />z <br />G, S Qese S o~ Streae 54eae r <br />VJ 3 1 O -0 <br />1 3 d u' [ <br />1 4459 9828 2957 751 3708 6120 4.21 <br />2 8415 12829 4414 1330 5744 7085 6.98 <br />3 11472 19289 7817 2299 10116 9173 8.08 <br /> <br />