ML19030B004

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 40-49
ML19030B004
Person / Time
Site: Clinch River
Issue date: 01/18/2019
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
Download: ML19030B004 (10)
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Text

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton

/1111 Test Date: _1_12-'0/_20_1_4 ____ -'-'1/?t{tq Reviewed By: Allen Cottingham

~

Review Date: 1/27/2014 1-*>*tll Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (In)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

As-Tested Unit Weight, (pcf)

Loading Rate (lb/sec)

Test Duration to Failure, (min)_

Uniaxial Compressive Strength, (psi)

Type of Break Young's Modulus, (psi)

Poisson's Ratio

  • 10,000 I
  • 9,000
  • 8,000

-7,000

  • 6,000

\\

\\

I

\\

.e:

vi

  • 5,000 l=

Ill

'ii

-4,000

~

I I

l I

  • 3,000
  • 2,000

-1,000 I

/

l /

l.

l(

Sample No.: L7-3 BH Boring No.: MP-203 Run. No.: N/A Sample Depth {ft): 121.7-122.7 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.39 2.2 Noltl 46&.7-I ~3 l}d_ ~

130 v

6.7 9,190 Complete Break 2,620,000 0.14

/

/

/~

1/

./

I

-- Average Adjusted Axial 1-Strain (in/in)

I

--i -- Average Adjusted I

L~ teral Strain (infon)

I 0

0.0020 0.0010 0.0000

.0.0010

-0.0020 Axial Strain [ -J, (lnnn)

  • 0.0030 Lateral Strain [+), (In/in)

Comments:

Young's Modulus and Poisson's Ratio determined using linear teast-sguares of stress-strain data from 40% to 60%

of the uniaxial compressive strength (data points used are indicated on the figure above).

Axial Strain is negative; Lateral Strain is positive.

Load direction with respect to lithology: Vertical

<*I Specimen did not meet End Perpendicularity and End Flatness requirements of ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-40 of 91

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton

~~~

Test Date: 1/20/2014 J h1pL(

Reviewed By: Allen Cottingham

  • r (fli':rt:

Review Date: 1/27/2014 1-1 IY

~~~~----------

Comments:

Specimen Prior to Testing

("MP-203 l7-3 BH before testjpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-41 of 91 Sample No.: L7-3 BH Boring No.: MP-203 Run. No.: N/A Sample Depth (ft): 121.7-122.7 Page 2 of 2 Specimen After Testing

("MP-203 L7-3 BH after test.jpg"):

(\\:od) ~:vrr G,q~g-f~-/0~

Mf-~03 Ll- ~- B,H 1~1.7'- ~~-7'

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton Test Date: 1/27/2014 Reviewed By: Allen Cottingham Review Date:...:1.:.;/3:..:0::../2::c0:...1c..:4'-------

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

As-Tested Unit Weight, (pcf)

Loading Rate {lb/sec)

Test Duration to Failure, (min)

Uniaxial Compressive Strength, (psi)

Type of Break Young's Modulus, (psi)

Poisson's Ratio

-7,000

-6,000 I

\\ \\

I

-5,000

-4,000

'i Eo I

Sample No.: L3-32 BH Boring No.: MP-205 Run. No.: N/A Sample Depth (ft): 72.7-73.5 Page 1 of 2 (See boring log)

Laboratorv Air-Drv 1.77 3.96 2.2 No 111

~ ({..1 (/tJ-90 7

5.3 6,890 Columnar/Complete Break 2,370,000 0.09 7

7

/

~

-3,000

~

-2,000 7 '

I 1/

l

-1,000 --

0 0.0020 Comments:

I I

0.0010 0.0000 Lateral Strain [ + ), (In/In)

~

I I

-0.0010 I

! --*~" ""'"' "'"'j Strain (in/in)

[--Average Adjusted Lateral Strain (in/in) r

-0.0020 Axial Strain ( - ], (lnlln)

-0.0030 Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 40% to 60%

of the uniaxial compressive strength (data points used are indicated on the figure above).

Axial Strain is negative; Lateral Strain is positive.

Load direction with respect to lithology: Vertical ill Specimen did not meet Side Straightness requirements of ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-42 of 91

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton m1f Test Date: 1/27/2014 tf31{1Lf Reviewed By: Allen Cottingham 11'\\At Review Date: --'1;,:/3'-'0"-'/2'-'0--'1--'4 _______ l-1\\*1"\\

Comments:

Specimen Prior to Testing

("MP-205 L3-32-BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.243 of 91 Sample No.: L3-32 BH Boring No.: MP-205 Run. No.: N/A Sample Depth (ft): 72.7-73.5 Page 2 of 2 Specimen After Testing

("MP-205 L3-32-BH after test (2).jpg"):

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton IJtiJ Test Date: -..:1:..::/2:.:;6/:..::2.:..01:...c4:...._ ___

_l/~

h1/M Reviewed By: Allen Cottingham

~\\()((..

Review Date: 1/30/2014 1-1H~

Rock Type Moisture Condition Specimen Diameter, (in}

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L3*36 BCH Boring No.: MP-205 Run. No.: N/A Sample Depth (ft}: 162.6-163.4 Page 1 of 2 (See boring log}

Laboratory Air-Dry 1.76 3.86 2.2 Specimen Conforms with Dimensional Requirements?

No 111 As-Tested Unit Weight, (pcf}

1-6&:4-c tD8 AD :t Loading Rate (lb/sec}

90

{/

Test Duration to Failure, (min) 4 Uniaxial Compressive Strength, (psi) 7,130 Type of Break Columnar (Slight Shear}

Young's Modulus, (psi}

4,650,000 Poisson's Ratio 0.20

-8.000

  • 7,000
  • 6.000
  • 5.000

.. s..

-4,000

.b

~

-3,000

-2,000

-1,000 I

I

~

\\ I Ll I

---r i v t

I I

I I

I I

I I

--Average Adjusted Axial Strain {infln) 1-

/

I

~ - Ave rageAdjus ted J Lateral Strain {infln) 0 0.0020 0.0010 0.0000

-0.0010

-0.0020 Axial Strain[ *], (In/In]

-0.0030 Lateral Strain I+J, (In/In]

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 40% to 60%

or the uniaxial compressive strength {data points used are indicated on the figure above).

Axial Strain is negative; Lateral Strain is posilive.

Load direction wilh respect to lithology: Vertical PI Specimen did not meet End Flatness requirements of ASTM 0 4543-08. Authorization to proceed with tesl received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-44 of 91

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton mif Test Date:...:1:..::/2:..:.6/:..::2:..:.01.:...4:.__ ___ ---'14-bqt/!.!

Reviewed By: Allen Cottingham 1"\\M Review Date: 1/30/2014 l *"">b**~

Comments:

Specimen Prior to Testing

("MP-205 L3-36 BCH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-45 of 91 Sample No.: L3-36 BCH Boring No.: MP-205 Run. No.: N/A Sample Depth (ft): 162.6-163.4 Page 2 of 2 Specimen After Testing

("MP-205 L3-36 BCH after test.jpg"):

a me El astic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton llt-11 Test Date: 1/26/2014 1/1lf~

Reviewed By: Allen Cottingham

,n11<

Review Date: 1/30/2014 1*~1.1~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L3-37 BH Boring No.: MP-205 Run. No.: N/A Sample Depth (ft): 208.5-209.0 Page 1 of 2 (See boring log)

Laboratory Air-Dry 1.75 4.10 2.3 Specimen Conforms with Dimensional Requirements?

No 111 As-Tested Unit Weight, (pcf)

-%&.+ '"2'; 1M, Loading Rate (lb/sec) 90 1/

Test Duration to Failure, (min) 6.7 Uniaxial Compressive Strength, (psi) 15,310 Type of Break Shear with Columnar Young's Modulus, (psi) 9,530,000 Poisson's Ratio 0.28

-16.000,.....---------------:--------:----------------.,

-14,000 1-------+-----1---+-------+----/-----t---

  • 12,000

-4,000 1--------\\------

-2,000 1-------+-------~-~-J'-------+---------; +--I

--Average Adjusted Axial Strain (in/in)

--Average Adjusted Lateral Strain (In/in) o L-----------------~--------------~~======~

0.0020 0.0010 Lateral Strain ( + ], (lnlln)

Comments:

0.0000

  • 0.0010

-0.0020 Axial Strain ( *], (In/In)

-0.0030 Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 35% to 55%

of the uniaxial compressive strength (data points used are indicated on the figure above).

Axial Strain is negative; Lateral Strain is positive.

Load direction with respect to lithology: Vertical PI Specimen did not meet End Flatness requirements of ASTM D4543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-46 of 91

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton

!>>If Test Date:..:.1:..::/2:.::.6/:..::2:.::.01.:...4:.__ ____

!../..//..qJI//I{

Reviewed By: Allen Cottingham (ffrt.

Review Date: 1/30/2014 I J7t>

  • f~

Comments:

Specimen Prior to Testing

("MP-205 L3-37 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-47 of 91 Sample No.: L3-37 BH Boring No.: MP-205 Run. No.: N/A Sample Depth (ft): 208.5-209.0 Page 2 of 2 Specimen After Testing

("MP-205 L3-37 BH after test.jpg"):

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton Tfl,{t Test Date: _1_/2_0/_2_01_4 ____ ----'-PI/31/Ilf Reviewed By: Allen Cottingham 1"4t Review Date: 1/27/2014 1-)-lll Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L7-6 BH Boring No.: MP-207 Run. No.: N/A Sample Depth (ft): 70.7-71.7 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.36 5.34 2.3 Not*t As-Tested Unit Weight, (pcf)

~

I '-1 /JeJ- ~-

Loading Rate (lb/sec) 130 v

Test Duration to Failure, (min) 4.7 Uniaxial Compressive Strength, (psi) 5,970 Type of Break Columnar with slight shear Young's Modulus, (psi) 4,040,000 Poisson's Ratio 0.18

-4,000

-3,500

-3,000

-2,500

-;;.e,

-2,000 b

~

-1,500

-1,000 I

I I

I I

I

/_

I I

I I

I I I

~*-

t--

I I

--Average Adjusted Axial !

I Strain (In/In)

-500 ------

0 0.0020 Comments:

I 0 0010 Latorol Stroln ( * ), (lnnn)

I 0.0000

.{).0010

-- Average Adjusted Lateral Strain (infln)

.{).0020 Axial Strain ( - ), (In/In)

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 40% to 60%

of the uniaxial compressive strength (data points used are indicated on the figure above).

Axial Strain is negative; Laleral Strain is positive.

Load direction with respect to lithology: Vertical 1'1 Specimen did not meet End Perpendicularity and end natness requirements of ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-48 of 91 r-

-0.0030

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton

~ #

Test Date: 1/20/2014 If~'/ lq Reviewed By: Allen Cottingham f<'~

Review Date: 1127/2014

\\ - <../ -H Comments:

Specimen Prior to Testing

("MP-207 L7-6 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.249 of 91 Sample No.: L7-6 BH Boring No.: MP-207 Run. No.: N/A Sample Depth (ft): 70.7-71.7 Page 2 of 2 Specimen After Testing

("MP-207 L7-6 BH after test.jpg"):

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