PERMFILE130685

• Permit No: C1984065
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 4.3-1 APPENDIX II ROCK TESTING RESULTS HOLE 3.75
• Media Type: D
• Archive: No

• SEEGMlLLER INTERNATIONAL I I - 4
Mean Gcorrnoerx Caeauuxrs i Exao-rns
•UNIRXIRL COMPRESSIVE STRENGTH RND ELRSTIC MODULUS
Sample No. WI-3.75-U/E-3 Client STORM KING MINES,INC. Dote 9/29/83
Sample Size 45.15mm dia. x 141.15mm Surtoce Area 1,600mmz Tested by RPSfiBDB
PRE-TEST DESCRIPTION: CLAYSTONE(Hole No. 3.75; 1.561.4 ): Medium-gray; very silty;
dense and very competent sample; no visible carbonaceous
material or fractures; thin silty bedding laminae; yell
indurated; very strong appearance; very good edges and end
surfaces; excellent sample; sample selected from Lover Wheeler
Seam immediate roof.
0
v
•
pN O
S ~
N
N
W
T
F o
N
O
N
0
TEST COMMENTS: Good Teet: Sudden failure; fairly smooth shear surface(a~45°)
extended from upper end surface for 30em, then continued through
sample as a vertical tension fracture; additional vertical
tension fractures; one large piece plus numerous smaller pieces
and fra8ments resulted.
Force of Foilure 64.1 kN Unio:iol Compressive Strength 40.0 MPa
STRAIN .IDm/mm x 10 ~

Tongenf Modulus
..--- ~~ - -------+---- ... - ----I..........._

- --- -i -._ ...- ~ - - - - - - --- - i - - .. _
~
--~----- -- -------
-- - -- ~- ----- --i-------

-- --- .-- _-- ---- - -~
- -- I ---- - -
1 _ _
~
..._ _.__ ___.

~
~_. ~
.___-__:
_~__
_
_ {
_
__.l ._._
.
.__.
...
i ___
i '
_
~ _
_
-
-:
~
__ ~
. - - ~ ~
- - L
--
- --- --
~
i

- - ... , . - - - ~ - - - 1 - - - ~ - --
-- i ~ - ~ ~-~----- --.. .-- -- ~- --. ... _ .. ..

~
__...
-, ~-
- ~- -y ------
--- -i
-- _
-_----- ---
~
r _ _. . _ _ _ ~ _ _ .._ .. _ _. _
~
1

...~ I __. __._ . . _
1_._
I_. ..__.. I ____
____.__ _.. _._. _.__ .~
.___I _ _
_ _ __..-_ . . I__
.__.____.

0 3 6 9 12
10.5 GPa
Modulus Rotio N/A Stiffness N/A
Secant Modulus N/A
Poisson~s Ratio N A