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~_ <br />.: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 5 <br /> <br /> 4 <br /> <br /> 3 <br /> <br /> <br /> 2 <br /> <br /> 1 <br /> <br /> <br /> 0 <br /> K <br /> 1 <br /> d <br />a <br />O 2 <br /> rn <br />z <br />0 <br />U <br /> 3 <br /> <br /> 4 <br /> <br /> 5 <br /> <br /> 6 <br /> <br /> 0.1 1.0 10 100 <br /> APPLIED PRESSURE (ksf) <br /> ~~ SWELL-CONSOLIDATION TEST RESULTS o~u. 12/18/0 <br /> Iob "'m°` Proposed Bleeder Shaft Pad/Road ion R~03-5838 ~. ~n~.r <br /> ~.uoo: <br />Twentymile Coal-Foidel Creek Mine, Routt Couaty, C <br />~~ #7 ,~~,..wo...,-0...,~, <br />"°~°"°°"°°°'" <br /> SOII. DESCRD?TION: Sandy Clay (CL) <br />SAMPLE LOCATION: Test Pit 2 B 8' <br /> LIQUID LIMIT = 27 R <br />PLASTICITY INDEX = 8 S <br />PERCENT PASSING N0. 200 SIEVE = 78 <br /> NATURAL DRY UNiT IIEIG$T = 91.9 pcf <br />NATURAL MOISTURE CONTENT = 8.2 R <br /> <br /> <br /> <br /> <br /> <br /> <br /> CONSOLIDATION UNDER CONSTANT <br />PRESSURE UPON ADDING MOISTURE <br /> <br /> <br /> <br /> <br /> <br />