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ar--I�,711 <br />VASCO ROAD LANDFILL - DU - 1 & 5 FINAL COVER <br />INTERFACE DIRECT SHEAR TESTING <br />600- <br />- TEST SERIES NUMBER 1: VEGETATIVE SOIL / TENSAR <br />550— DC4205 GEOCOMPOSITE UNDER SOAKED CONDITIONS <br />RM <br />450 <br />co <br />A <br />350 <br />o 300 <br />U- <br />250 <br />200 <br />150 <br />100 <br />I - <br />50 <br />TEST CONDITIONS <br />-------------- <br />125 psf <br />250 psf <br />cr,, = 350 psf <br />SOAKING: 24 hr at 125 psf <br />SHEAR RATE: 0.04 in/min <br />0 t I I I I I I I I I I I I I I I <br />0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1 <br />DISPLACEMENT (in.) <br />1.8 2.0 2.2 2.4 <br />NOTE: The shear box size was 12 in. by 12 in. (300 mm by 300 mm), <br />and the contact area remained constant throughout the <br />entire test. <br />AMOM <br />'Momromm=16. GEOSYNTEC CONSULTANTS <br />SOIL-GEOSYNTHETIC INTERACTION TESTING LABORATORY <br />DATE TESTED: 27 TO 28 JULY 1998 <br />FIGURE NO. C-1 <br />PROJECT NO. WI -0148-0, <br />DOCUMENT NO. SGI9808( <br />FILE NO. <br />