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30 30 2 <br /> 1 <br /> I <br /> I 20 I 20 <br /> I I <br /> W E <br /> 10 <br /> vi N vi U) , 1 <br /> N N N — <br /> CL n- c� „ - -- - - <br /> 0 a 0 <br /> 0 -0 -- -- o <br /> a . a .T <br /> U) <br /> X -10 X -10 <br /> w w <br /> -20 -20 <br /> 0% 10% 20% 0% 10% 20% <br /> i <br /> 30 3 30 4 <br /> I <br /> I 20 I 20 <br /> I I <br /> a� a� <br /> 10 _ w 10 - <br /> (n (N <br /> � N y d /'_" 11 <br /> Y <br /> a) p - -- 2 0 0 <br /> 0 O <br /> CLm CL <br /> U) > ' <br /> N N <br /> X -10 X -10 <br /> W w <br /> -20- -20 <br /> 0% 10% 20% 0% 10% 20% <br /> 15 Peak Strength <br /> Total Effective <br /> a= 4.88 ksf 4.77 ksf <br /> a= 6.1 deg 9.5 deg <br /> 10 tan a= 0.11 0.17 <br /> i <br /> j <br /> 0- / II <br /> / p I / <br /> 5 / � <br /> � I \ <br /> 1 1 1 <br /> I I I <br /> 0 <br /> 0 5 10 15 20 25 30 <br /> p, ksf <br /> Stress Paths: Total Effective— — — <br /> Client: Deere & Ault <br /> Project: Everist Tunnel Investigation <br /> Location: TH-306 Depth: 41.6-43.6' <br /> Project No.: 108-214.2 Fig. Knight Piesold Geotechnical Lab. <br /> Tested By: jdb Checked By: spb <br />