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C] <br />320 <br />~i <br />28s <br />2ss <br />224 <br />v 192 <br />to <br />!A <br />W <br />~ 160 <br />N <br />128 <br />N <br />GOLDER aSSO~~iaTES, INC. <br />INTERFACE DIRECT SHEAR TESTING <br />TEST SERIES NUMBER 14: WETTED LOW VOLUME <br />SOLUTION COLLECTION FlL'_ /WETTED 100-mil <br />GSE TEXTURED t•{YPERFLEX GEOMEMBRANE /WETTED <br />AREA 2 SOIL UNER FILL (TP-20) AT OPTIMUM <br />MOISTURE CONTENT <br />MEASURED SNEAR STRENGTHS <br />Q„ = 50.0 psi, Tp~, = 23.0 psi,_ Tr••~a,d - 18.9-psi <br />Q„ ~ 150.0 psi, To.,t = 56.2 psi, T,,,;e,,,, - 51.0 psi <br />! • •_• PEAK d = 18~; c, = 920 psf; R= = t .ODO <br />t • L• RESIDUAL ~ = 18 ; cr = 410 psf; R = 1.000 <br />96 ` ~ <br />~ ~ <br />~ ~ <br />~ ~ <br />64 ~ ~ <br />i ~ <br />32 <br />i• <br />i <br />0 <br />0 32 64 96 128 160 192 224 256 288 320 <br />NORMAL STRESS (psi) <br />NaTE The reported value of adhesion may not be the true adhesion of the <br />interface. and coution should be exercised in using this adhesion <br />value for applications involving normal stresses outside the range of <br />strasses covered by the test, <br />DATE TESTED: 1Z DECE7u8ER 1995 <br />~~ FIGURE NO. e 9 9_28 <br />`~~ GEOSYNTEC CONSULTANTS PROJECT NO. <br />DOCUMENT NO. <br />5011~EOSYNTHETIC INTERAC710N TESTING LABORATORY <br />F1LE NO. <br />