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~~ <br />TABLE 1 <br />INTERFACE DIRECT SHCAR TESTING RCSULTS <br />MEASUI2ED TOTAL STRESS SHEAR STRENGTH PARAMETERS <br />CRIPPLE CREEK ~ VICTOR GOLD MINING COMPANY <br />I <br />I <br />I <br /> <br />Teat _____ _T La a I)islnncemenl <br />Normal ' Pcnk Slrcngthlsl ~ ~ Siren lhl~~3) <br />g Reference <br /> <br />Appendix <br />~ Series <br />s Interface Tcatcd(t) Stress - <br />Friction -~--' I -~ -- <br />2 •! Frictialt ,Adhesion R2 <br />dhesian; Figure <br />![Number (~ Angle It <br />(psi) Angle ~ (psQ Nutttbcr <br /> _ - r-~ , <br />' <br />I I ~ WETTED DRAIN COVER FILL /WETTED 80-mil GSE SMOO'1'l~ <br />VLDPE GEOMEMBRANE /IRON CLAD SOIL LINER MATERIAL 500 27°. ~ 0 1.0000 + - 27° 0 1.0000 C- I <br />I <br />---t-~----- - '- -----~-----.~.__ __ _.._ <br />- --- -~-r --~ , ..... <br />' DRAIN COVER FILL / 80-mil GSE S[NGLE-SIDGD 'TEXTURE LLDpE <br />' <br />500 ~ IG° <br />0000 ~ I S° 0 I.000O <br />1 <br />' 0 <br />C-2 <br />i 2 EXTUIiG SIDE DOWN /CLAY BORROW <br />GEOMGMBRANE WITH 7 ~ . <br />, <br /> SOIL LINER (SLC-4)IJNDElt WG'[TED CONDl7'IONS ' <br />^ DRA[N COVER FILL / 80-mil GSE SINGLE-SIDED TEXTURE LLDPE <br />W <br />S00 ' 17° <br />0000 1 G° 0 I.000O <br />0 1 <br />C-3 <br />3 GGOMEMBRANE WITH TEXTURE SIDE DOWN /CLAY BORRO <br />I . <br /> SOIL (SLC-4) UNDER WETTED & CONSOLIDATED CONDl7'IONS i <br />Notes. (i) Sec Appendix D for detailed rest condilinns and procalurca. For Test N°. t, shear failure (sliding) oecurcd hctwcen the drain cover fill sod tlu: gc+unc+nbranc. Pnr 1'cst <br /> Nos. 2 m+d 3, sliding occuRd <br />between clay bwrmv sail lirra (SLC-4) and the Icstural side of lire gcomc+nbranc. <br />(2) For each lest series, the total-sues interfnrx friction angles and adhesions were detcrmiecd Itom a straight lira drnw° limn dre origin through the t~-st dart. Camino slwuld be czcrci5cd <br /> in <br />using these shay strength panrndas for applications involving normal stresses other than the normal stresses used in each test scri4~s l he value of R', Are ca:Ricicw of correlation, <br /> provides <br />an indiction ofhow well the Crest-fit char urcngth paramctors match the test dam. <br />(1) 'fire large displacartent shear strength was calcutatal using the shcar fonx measural al the end ofcaclr lest <br />GL[ l 126/SGI00011 <br />00/02/25 <br />