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• • .J1-lN-k1 ~j -~.b SMT 11-~ NM F J 30.00 N 6 N 20.00 L •.. fA d ~I 10.00 48.00 40.00 m ~ 32.00 m m d H 24.80 6 y ;°, 16.00 m 0 RESULTS .~ . ....:....... - ..:.. ..:..:........ ..t........,.. . ........~ .. '.. .....:.....i. . . Cr P51 1.34 .~.. ....:. ....: ..:.....~~. .:.....~..~' .~..... . 4+ deg 21.b . .......... ~ .......... .......... . TAN b 0.40 ..: . .:..:....:.. ..:...:..: ..; .....: .:.. :. : ... .:'. .....:....d.. . .. .............. .......-. i .. . .............. ..:..: ..:..:.. ~ .............. ..:..:..:..:.. ~ ........... . .....:.....:.. .L.:... . . ~..:.. ~..:.. . ...... .. 6... :.. . ...p.p.p. ~ .... - ............ : ...i... i.. ... i.. ~.. i .. ............ . ........~..... ....o• ...... ......•...... . .............. ....:..:..... . ~ ~..... . .. . ~ .:..; .,.. .. .'..s.....;.. ... . . .: . : e~ a 10.00 29.00 38.00 40.80 30.00 60.80 Effective Normal Stress, psi i 8.00 SAMPLE N0. 1 2 3 WATER CONTEN7r % 17.5 17.5 17.3 -~ DRY DENSITY, Pcf 99.8 99.8 99.0 .¢-. SATURATIONrI. 8.0 0.0 0.0 VOID RATIO 0.000 0.800 0.000 DIAMETER, !n 1.42 1.43 1.48 HEIGHT, in 3.18 3.82 2.90 WATER CONTENT, % 0.8 0.0 0.0 ~ DRY DENSITY, pcf 0.0 0.0 0.0 v, SATURATIONr % 0.0 0.0 0.0 ~ VOID RATIO 0.000 0.800 0.000 r•- DIAMETER, in 1.42 1.45 1.48 a HEIflNTr in 3.18 3.02 2.90 BACK PRESSURE, psi b0.80 60.00 60.08 CELL PRESSURE, pst 75.80 0.00 95.00 FAILURE STRESS. psi 9.6719.15 30.04 PORE PRESSURE, psi 69.96 72.28 72.56 STRAIN RATE, %/min. 0.017 0.817 8.017 0 5 10 15 20 ULTIMATE STRESSr psi Axial Strain, 1. PORE PRESSURE, psi TYPE OF TEST: a, FAILURE, psi 14.7131.87 52.48 CU With porn pressures a,FAILUREr psi 8.04 12.72 22.44 SAMPLE TYPE: 3-in. Shelby Tube CLIENT: Entech En9r. DESCRIPTION: 0 PROJECT: Stas~d Cu Triaxial Test LLB n/r PLC n/r P1~ with pore press. mvast. SPECIFIC GRAVITY nor SAMPLE LOCATION? n/r REMARKS: PROJ. NO.: DATE: 12-12-93 TRIAXIAL COMPRESSION TEST FIO. No. COLORADO STATE UNIVERSITY