PERMFILE51373

• Permit No: C1984065
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Appendix 4.3-1 Appendix III Rock Testing Results Hole 8A
• Media Type: D
• Archive: No

' „'~ ~ SEEGM/LLER 1NTERNAT/ONAL III - 2
I~s+c GFOrE<tu+av_ CasiaTN+rs i Er~cchens
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'• UNIAXIAL COMPRESSIVE STRENGTH AND ELRSTIC MODULUS
Somple No. WR-BA-U/E-1 Client STORM KING Date 8/30/83
Sample Size 60.85mm dia. x 136.25mm Surface Areo 2.910mm~ Tested by BDB6JSS
PRE-TEST DESCRIPTION: SILTSTONE(Hole No. 8A, 1018.6'): Light gray with dark
mottles; clayey; dense and competent sample; wavy, clayey-
carbonaceous bedding laminae; yell indurated; no visible
fractures; strong appearance; good edges and end surfaces;
very good sample.
N
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2 4 6 8
STRAIN, ~/IDID X 10 8

TEST COMMENTS : Excellent Test: Sudden failure; subconical shear surface(a=25°)
extended BOmm from upper end surface then continued as a vertical
tension fractuze; two large pieces plus numerous smaller pieces
and fragments resulted.
force of foilure 107 kN Uniaxiol Compressive Strength 36.7 MPa
Tangent Modulus 4.82 GPa
Secont Modulus N
Modulus Ratio N/A Stiffness N/A Poisson's Ratio N/A