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lie r <br />VASCO ROAD LANDFILL — DU — 1 & 5 FINAL COVER <br />INTERFACE DIRECT S H EAR TESTING <br />600 <br />TEST SERIES NUMBER : CLAY UNER / TENSAR DC4205 <br />55o GEOCOMPOSITE UNDER SOAKED CONDITIONS <br />150 <br />100 <br />y i.50 <br />0-1 1 1- 1 1 . I - I I I I I I F 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 1.6 1.8 2.0 2.2 2.4 <br />DISPLACEMENT (in.) <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 />GEOSYNTEC CONSULTANTS <br />SOIL-GEOSYNTHETIC INTERACTION TESTING LABORATORY <br />DATE TESTED: 29 TO 30 JULY 1998 <br />FIGURE NO. C-3 <br />PROJECT NO. WL0148--O: <br />DOCUMENT NO. SGI9808C <br />FILE NO. <br />50a <br />TEST CONDITIONS <br />450 <br />-------------- <br />• v,, = <br />125 <br />psf <br />400 <br />°^ = <br />250 <br />psf <br />= <br />350 <br />psf <br />W 350 <br />SOAKING: 24 <br />hr at <br />125 psf <br />SHEAR RATE: <br />0.04 <br />in/min _ <br />o <br />30o <br />a: <br />250 <br />200 <br />_ <br />150 <br />100 <br />y i.50 <br />0-1 1 1- 1 1 . I - I I I I I I F 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 1.6 1.8 2.0 2.2 2.4 <br />DISPLACEMENT (in.) <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 />GEOSYNTEC CONSULTANTS <br />SOIL-GEOSYNTHETIC INTERACTION TESTING LABORATORY <br />DATE TESTED: 29 TO 30 JULY 1998 <br />FIGURE NO. C-3 <br />PROJECT NO. WL0148--O: <br />DOCUMENT NO. SGI9808C <br />FILE NO. <br />