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

! '~ SEEGMILLER INTERNAT/ONAL III-4
~~ Q K" Mrm+c GEarcowcwl Camxnurrs i Encvatns
•UNIAXIAL COMPRESSIVE STRENGTH AND ELASTIC MODULUS
Somple No. WI-SA-U/E-3 Client STORM ICING Dofe 8/30/83
Somple Size 59.60mm dia. x 154.6 Surfoce Areo 2,790r®Z Tested by BDBfiJSS
PRE-TEST DESCRIPTION: SILTSTONE(Hole No. t3A, 1043.7'): Light gray; mildly clayey;
dense and solid sample; minor carbonaceous material; yell
indurated; no visible fractures; very strong appearance; good
edges and end surfaces; very good sample.
•
1
1
0
a)
O
W ~D
N
N
W
tt
~ o
N ~
O
N
O
STRAIN , mm/mm X 10 s
•
TEST COMMENTS ~ Excellent Test: Sudden failure; fairly smooth shear surface
(a~25-30°) extended diagonally across sample from end to end;
additional vertical tension fractures; two large pieces plus
numerous smaller pieces and fragments resulted.
Force of Foilure
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_. .______..__._l____-________~.._ _ ______-.__.. _.. ____ .. _.
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0 2 4 6 a
225 kN Uniacial Compressive Strength 80.5 MPa
Tongent Modulus
10.7 GPa Secont Modulus N/A
Modulus Rotio N/A Stiffness N/A Poisson~s Ratio N/A