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I <br />OCT- 1S-'S5 T U 1_:31 ID: <br />130 <br />100 <br />140 -• <br />120 — <br />`n <br />N 100 <br />BO <br />W <br />• eo <br />s•111M, <br />s: <br />LO- <br />20 <br />GOLDER ASSOCIATES. INC. <br />DIRECT SH ,-c TESTING <br />TELT �Z I S 'JLTM3c7i 3: INTZ NAB STRENGTr. G= <br />Wci D GR ORE <br />MLSI:KiD S'AEAR STTFNC'r.S <br />0, = 20.0 psi, 7 ^ , , , 20.7 psi, ■ 20.7 pct <br />• • 50.0 psi, ' z 54.2 psi. T...., i 541 pal <br />n', - 100.0 6.91. ? - 84.,4 psi, T.� = 84.4 psi <br />• x 150.0 ',ei, r. = 126.4 031. = 110.4 zsi <br />f =-4 <br />. ILL? P r _ 3E'; e, = 1773 psf: R s r 0.o ?o <br />a ■ ftC.{0•4..: r -• .'.e % 4 - 1275 psf; R= : 0,2;0 <br />4 1 I it <br />O 29 49 GO 00 100 120 140 <br />NORMAL !STRESS (pci) <br />160 '84 <br />NOTE The re ;ortCiJ wlua of cohesion rnc7 not be the true cohesion of the <br />soil specimen. at cfluticn sheuld be exercised in using this cohesion <br />• rclue for oppteeticns invoiv narmnl stresses outside the range of <br />strerde3 covered by the test. <br />•i GEoSYNTrc CONSULTANTS <br />SOIL-GEOSYNTHETlC INTERACTION TESTING LAsCRQORY <br />0411: TFSTr 4 TO S OCTOBER 195! <br />F+ouRE No. C-2 <br />rit WEL, NC. CU3 <br />COMMENT NO. <br />FILE NC. <br />