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<br /> SI-TEAR VALUES <br />Effective Stresses <br /> gyp= 30 c= 0.72 <br />8.0 <br /> <br /> <br /> <br /> - effective stress <br /> <br />4.0 <br /> <br /> <br />rn <br />m <br />a <br />F <br />rn <br /> <br /> <br />2.0 <br /> <br />rn <br /> <br /> <br /> <br /> <br /> <br /> <br />0 <br />z.o 4.o s.o e.o fo.a lz.o la.o la.o <br />NOR6IAL STRESS (ksf) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />GAOIIND ENGL~{EEiIffiG C6liS1ILTA4i9'S, 4iC. <br />SHEAR STRENGTH OF SOIL <br />IN TRIAXIAL CaMPRESSION <br />Job No. 91-562 Figure 14 <br />a <br />~ d <br />~ <br />Specimen Location <br />Initial Specimen Data <br /> <br />sou <br />pp <br />v 3 <br />rn x Boring <br />Number Depth <br />(Ft) Semple <br />Type Length <br />(in) DlameLer <br />(in) Dry <br />Oenslty <br />f t(olsture <br />Content <br />a Description <br />I N 9.0 Natural 4.019 1.932 112.4 7.4 Sandy Cley <br />2 N 9.0 Natural 3.897 1.923 117.0 8.3 Sandy Cley <br />3 <br /> <br /> Test Yalsses at Llaximum Principal Stress Retio <br /> <br />~ ~ Total Total peyator Effective Elfact]ve pore percent RBIDarlcs <br />y ~ Confining Aziel Slreee Ialerel Anal Pravure Stmiv <br />~,y S Qese S o" Slrw Stress % <br /> 3 1 O -O <br />1 3 d µ E <br />1 4430 8206 3776 654 4430 12902 1.99 <br />2 7235 12881 5646 1589 7235 12442 4.13 <br />3 <br /> <br />