Laserfiche WebLink
<br /> <br />• NORTHWEST COLORADO CONSUL TANTS <br />cPPA4®oAT SPRINGS COIARADO <br /> <br /> SHEAR VALUES <br /> <br /> ti <br />Eff T <br />t <br />l <br /> ve <br />ec o <br />a <br /> <br /> C = 0318 bf C =6.485 kaf <br /> <br /> ~=Z7 <br />5° h=L4.2° <br />4.0 . <br /> <br /> <br /> <br /> <br /> <br /> <br />i <br /> <br />e <br />p 2.0 <br />r <br />w <br />n <br /> <br /> <br />w <br />m <br />wt <br /> <br /> <br />0 <br />0 2.0 4.0 6.0 B.0 10.0 12.0 <br />ROR71LL Sf1® Ike() <br />fete] etie~ <br /><ffeathe etreee 14.0 18.0 <br /> SAMPLE HO. 1 2 3 <br /> <br />10.0 <br /> <br /> <br />8.0 t- <br />m <br />~ <br />c <br />u <br />m 1[OIS7URE CONTENT. R ls.a <br />DRY DENSITY, pcf 107.2 <br />DIAl/ETER, In 2.404 <br />HEIGRT, in 8.025 ta.e 16.8 <br />107.8 107.8 <br />2.402 2.404 <br />8.090 8.032 <br />y ~ ® NOISTURB CONTENT <br />21 <br />1 2 <br />0 17 <br />19 <br /> 1„ , <br />. . <br />. <br /> <br /> <br />6 <br />D V1 <br />d DRY DENSITY, p°f ll1.0 115.0 117.5 <br />w ' ~' DIA)1HTER, to 2.970 2.994 2.320 <br />m ~ 1 <br />8 888 <br />5 <br />F HEIGHT. <br />a 5.0 <br />8 . <br />5.040 <br /> <br />w r <br /> 0 a <br />F 4. ® <br /> THST VALUHS AT 1[A%I11UL PRINCIP AL S7RHSS RATIO <br /> <br />m <br />~ 2.O Q <br /> <br /> <br />D <br /> <br />0 5 10 15 20 <br /> <br />AICIAL STRAIN (z) <br />RACE PRESSURE, pel 78.0 <br />CELL PRESSURE, pet 80.0 <br />TOTAL LATERAL STRHSS. bi 2.000 <br />TOTAL AXIAL STRESS, kaf S.B50 <br />DEVIATOR SfRE93, ka1 Lego <br />EFlEC7IVE LA7ERIL 57RlSS, ka1 0.948 <br />EPPECTIVE AXIAL STRESS, ke( 2.388 <br />PORE PRBSSURH, kaf 1.654 <br />A%IAL STRAIN, 7. 10.02 <br />STR1[N RATE, x/mla. 0.018 <br />88.0 76.0 <br />70.0 80.0 <br />4.000 8.000 <br />7.839 14.449 <br />9.89s 8.443 <br />1.961 3.118 <br />5.414 9.501 <br />2.419 4.802 <br />18.84 13.56 <br />0.012 0.004 <br /> TYPE OP TEST: CO .rith pare pressure LIBUIO LI11IT = 90 7. <br />SA]IPLE LOCAtION: Tset 9ols 8 O 10-20' PLASTICITY INDII = 2E S <br />9ALPLH DESCRIPTION: Remolded O OSR 9PD PERCENT PASSING N0. 200 SIEVE = 88 <br />SOIL DBSCRIP710N: S~ady CLAY (CL) NAZIYUY SPD DRY DENSITY 1125 PCP <br />OPTIYUI[ MOISTURE CON78NT = I5.5 ^. <br /> TRIAXIAL COMPRESSION TEST RESULTS <br />Job Name: Pond 010 Job No. 95-?384 <br />Location: Yoast Mine, Routt County, Colorado Figure #3 <br />