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Test <br />Series <br />Number <br />Shear Box <br />Size <br />TEST CONDITIONS"' <br />Normal <br />Stress During <br />Shearing <br />(pal) <br />Displacement <br />Rate <br />(In. /min) <br />7„ (pcf) <br />w,, ( %) <br />Consolidation <br />Stress <br />(psi) <br />Time of <br />Consolidation <br />(hours) <br />w, (%) <br />Overliner <br />Tailing <br />Overllner <br />Tailing <br />Overling <br />Tailing <br />1 <br />12" x 12" <br />12" x 12" <br />12" x 12" <br />6" x 6" <br />85.6 <br />86.2 <br />85.9 <br />86.4 <br />109.0 <br />109.1 <br />109.1 <br />109.2 <br />N N N N <br />15.3 <br />15.2 <br />15.2 <br />15.1 <br />50 <br />100 <br />150 <br />300 <br />0 <br />0 <br />0 <br />0 <br />o <br />I/1 1A all N <br />15.2 <br />15.2 <br />15.1 <br />15.0 <br />SO <br />100 <br />150 <br />300 <br />0.04 <br />0.04 <br />0.04 <br />0.04 <br />(vo) <br />TABLE 2 <br />SUMMARY OF INTERFACE DIRECT SHEAR <br />TEST EQUIPMENT AND CONDITION <br />GOLDER ASSOCIATES, INC. <br />GOLDER PROJECT NUMBER 933 -2442 <br />Notes: (1) 7, refers to initial dry unit weight of soil specimen. <br />w,, refers to initial moisture content of soil specimen. <br />w, refers to final moisture content of soil specimen. <br />G13458/GEL93234 <br />93.09.29 <br />