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~~ <br />GOLDER aSSOCitiTES, INC. <br />INTERFACE DIRECT SHEAR TESTING <br />~i <br /> <br />320 <br />28f <br />25f <br />22~ <br />N <br />v 192 <br />W <br />160 <br />128 <br />2 <br />N <br />96 <br />64 <br />32 <br />TEST SERIES NUMBER 12: WETTED LOW VOLUME <br />SOLUTION COLLECTION F1LL /WETTED 10G-mil <br />GSE TEXTURED HYPERFLEX GEOME~ABRANE /WETTED <br />AREA 2 SOIL LINER FlLL (TP-1) AT OPTIMUM <br />MOISTURE CONTENT <br />MEASURED SHEAR STRENGTHS <br />----------------- ------------------- <br />Q„ = 50.0 psi, Tp~ 28.0 psi, Tr.,~ = 28.0 psi <br />Q„ = 150.0 psi, To.,k = 53.4 psi, T,~o~ - 53.4 psi <br /> <br />! ~ ~! • PEAK a = 14'; c, = 2195 psf; R2 t .000 <br />! ~ tR..~ RESIaUAL ~r ~ 14'; or = 2l 95 psf; R m 1.000 <br />r <br />r• <br />0 32 64 96 128 160 192 224 256 288 320 <br />NORMAL STRESS (psi) <br />Nf,TE The reported value of odhesion may not be the true adhesion of the <br />interface. and caution should be exercised in using this adhesion <br />value for applicoGons involving normal stresses outside the rouge of <br />stresses covered by the test. <br />~r- GEOSYNTEC CGNSULTANTS <br />S014GEOSYNTHE7IC INTERACTION TESTING LABORATORY <br />DATE TESTED: 11 DECEMPER 1945 <br />FIGURE No. A:22-24 <br />PROJECT NO. G~34~_ <br />aocuMexr No. S 196006 <br />FILE NO. <br />