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

~' ~r SEEGM/LLERINTERNATIONAL II-2
I~a+c GcarEOe~cK Cawar~erts i 6r+ems
LINIAXIAL COMPRESSIVE STRENGTH AND ELASTIC MODULUS
Somple No. ~-3.75-U/E-1 Client STORM RING MINES .INC. Date _ 9/29/83
Somple Size 45.15omm din. x 129.00 Surioce Area 1.6002 Tested by RPS~BDB
PRE-TEST DESCRIPTION: SILTSTONE(Ho].e No. 3.75; 1,526.0'): Light gray; very coarse-
grained; dense and very competent sample; occasional thin
clayey-carbonaceous bedding laminae; very yell indurated; no
visible fractures; very strong appearance; very good edges
and no end surfaces; excellent sample.
0
H
!b ~

W
N
W
E
F o
N '~
u~
N
O
....---- - - - - i ----- -_--- -- - ~ -- ~ - -- ~- - - ------ -
--- - ~ - ---~---- --- t-_...
---
-
-
-
- -
- --'-~--
---
- --
- -- - ---r -- ----. _ . .
_
__
_
__
. T- __
_ __
_
_ _ ___-- y . -__ _._ -_. _
_____r_ .__ ___ __- --_~_-_-_ _ _-_ ~ _ _ _. _~ __l
_-__-_-__-l_- _. =i _ _ _ ____. ~ -__ __- --
--_. __._ -_ ____
. _ _ _ 1. .___ __ _
_ .._
_ _J -. .. _ _
_-
.... _.-_._ r_-. _- __. _. 1 ... _._ __. _.. _____ i _.._
.._-. __- _ ~ .- .. -_7.-._.__ ___ _. .. _...
~
i ~

-
--

- J
- -----~---- - -
--7-
---
- -~- ---
---
~---- -

-~
-
-- _
--
~
--
--~-
~-- _
_
_
.
_-i
--
, _
._
~ ~--i-- _
~ _
- ----~------~-~-
- --,--- - ----~--- ~ -- -' -----
---
i------ --
-
-
- _ i-- -I _
-----
----
- --
_ ... .. ..
i
__. __.
~
--- -- _
.
-.
- --~

.___.._.. ._- I ._.___--_ _ ___ :._ _.____._-_ 1.. _
j
---------
-~--
--- - =
= ~-- -----
_
_
~
r- - ------- -
~-- ----
-_ ~ -- ----7 -- '=- - ----------~--'---'---
_.. ..._.~_.- .
'-- -- - ___
~-- -------I--
--
--

~___ __
. ..
_ _ _.. ___
._-~_.i__ __
_
_-_-.-_. .

1 _
~
-- -. _. _.1 - - -__ .. _..___ .._.. ~ .__. .__ i.._. _.. .. .-_

_ _ _ _ _ .. -.
I _ , _ _ _ __.
~ ._ _ _ _._ _ ._ _ _ t _ _ .
__ _ .. ..
._ _
._ . _ . .
0 3 6 9 12
STRAIN . IDm/IDm x 1D 9
TEST COMMENTS: Excellent Test: Sudden failure; fairly smooth shear surface(a~15°)
extended diagonally across sample from end to end; two large
pieces plus few smaller pieces and fragments resulted.
• Force of Foilure 173 kN Uniosiot Compressive Strength 108 MPa
Tonqent Modulus 16.7 GPa
Secont Modulus NJA
Modulus Rotio N/A Stiffness N/A Poisson~s Rotio N/A