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V <br />20000 <br />18 — <br />5CCC <br />14CiCC — <br />40. <br />H <br />1 20CV — <br />O 1=0— <br />8000 <br />8000 — <br />TEST SERIES NUME"R . INTERNAL STRENGTH Or <br />WETTED CRESSON CRE <br />•-•-•-•-• a, = 20.0 psi <br />�+ a„ — 50.0 psi <br />100.0 psi <br />+--t-! c„ = 1:0.0 psi <br />1 4 j <br />0.4 <br />GOLDER ASSOC'A T ES, INC. <br />DIRECT SHEAR TESTING <br />TEST CONDITIONS <br />0.5 <br />• 1.2 ;.5 <br />DISPLACEMENT (in.) <br />, -, , ,-...4,-.............. : - GEOSYNTEC CONSULTANIS <br />SOL-02CsyN xETIC MTEw. &c Io 4 ErriN : LASCr=.CraPY <br />, c) cs‘ <br />2.0 <br />NOTE: The shear box size wes 12 in. by 12 in. (300 mm by 3C0 mm) for <br />tests conducted at normal stresses ranging from 20 to 100 psi, and <br />6 in. by 6 in. (150 mrn by 150 mm) for the test conducted ct the <br />normal stress of 150 psi. <br />DATE TESTED: 4 TO 5 OCTOBER 1 995 <br />Flaw No. — 1 <br />i;LJ — <br />PROJECT NO, <br />2.4 <br />DOCUMENT h#J. <br />22 <br />