Laserfiche WebLink
<br />GOLDER ASSOCIATES, INC. <br />INTERFACE DIRECT SHEAR TESTING <br /> <br />i <br />22000 <br />20000 <br />18000 <br />16000 <br />14000 <br />U 12000 <br />D: <br />O <br />V_ <br />Q~ 10000 <br />W <br />V=i 8000 <br />TEST SERIES NUMBER 2: WETTED FLOW VOLUME SOLUTION <br />COU_ECT10N FlU_ / WETTED 100-rnil POLYFI~J' C SiNGLE- <br />SIOED TEXTURED LLDPE GEOMEMBRANE WITH TEXTURE SIDE <br />AGAINST AREA 2 SOIL UNER FILL /WETTED AREA 2-SOIL <br />UNER FlU_ (SAMPLE 7P-20; AT OPTIMUM MOISTURE CONTENT <br />TF_ST CONDf"10NS <br />6000 <br />4000 <br />2000 <br />n <br />•----•~ c„ _ .50.0 psi <br />•-•-~+~ Q„ = 100.0 psi <br />------ C„ = 150.0 psi <br />+----y v„ = 300.0 psi <br />O.D 0.2 D.4 D.6 0.8 ~.p 1.1 1.4 l.C 1.~5 "LU Z.Z <br />DISPLACEMENT (in.) <br />NOTE: The shear box size was 12 in. by 12 in.(300 mm by 300 mm) for tests <br />conducted at normal stresses ranging from 50 to 150 psi (350 to 5,050 <br />kPa). and 6 in. by 6 in. (150 mm by 150 mm) for the test conducted <br />at o normal stress of 300 psi (2.100 kPo). <br />DATE TESTED: 6 F"tBRUaRY 1996 <br />~~ FlGURE NO. s 9 4 ,~ <br />•r GEO SYNTEC CONSULTANTS PROJ~~T NO• GL13920 <br />DOCUMENT NO. $GI9601 4 <br />SOIL~EOSYNTHETIC INTERAC710N TESTING tABORATOlZY ~~ ~• <br />