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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ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-3 BH Project Number: 6468-13-1072 Boring No.: MP-203 Run. No.: N/A Tested By: Mike Hamilton /1111 Sample Depth {ft): 121 .7-122.7 Test Date: _1_12-'0/_20_1_4 _ _ _ _-'-' 1/?t{tq Reviewed By: Allen Cottingham ~

Review Date: 1/27/2014 1-*>*tll Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (In) 5.39 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Noltl As-Tested Unit Weight, (pcf) 46&.7- I ~3 l}d_~

Loading Rate (lb/sec) 130 v Test Duration to Failure, (min)_ 6.7 Uniaxial Compressive Strength, (psi) 9,190 Type of Break Complete Break Young's Modulus, (psi) 2,620,000 Poisson's Ratio 0.14

  • 10,000 I

\

  • 9,000
  • 8,000 ./

\ /

\

-7,000

  • 6,000 I /

/~

.e:

vi *5,000 I I l I

'l / /

l=

Ill 1/

'ii -4,000

~

  • 3,000 -
  • 2,000 I I

- - Average Adjusted Axial 1-I --i Strain (in/in) l.

-1,000 l(

- - Average Adjusted

. L~teral Strain (infon)

I 0 I 0.0020 0.00 10 0.0000 .0.0010 -0.0020 *0.0030 Lateral Strain [+), (In/in) Axial Strain [ -J, (lnnn)

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

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-3 BH Project Number: 6468-13-1072 Boring No .: MP-203 Run . No.: N/A Tested By: Mike Hamilton ~~~ Sample Depth (ft): 121.7-122.7 Test Date: 1/20/2014 Jh1pL(

Reviewed By: Allen Cottingham *r (fli':rt:

Review Date: 1/27/2014 1- 1 IY Page 2 of 2

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

Specimen Prior to Testing Specimen After Testing

("MP-203 l7-3 BH before testjpg"): ("MP-203 L7-3 BH after test.jpg"):

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

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-41 of 91

ame Elastic Modul i of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-32 BH Project Number: 6468-13-1072 Boring No.: MP-205 Run . No.: N/A Tested By: Mike Hamilton Sample Depth (ft): 72.7-73.5 Test Date : 1/27/2014 Reviewed By: Allen Cottingham Review Date : ...:1.:.;/3:..:0::../2::c0:...1c..:4'------- Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratorv Air-Drv Specimen Diameter, (in) 1.77 Specimen Length, (in) 3.96 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) ~ ({..1 (/tJ-Loading Rate {lb/sec) 90 7 Test Duration to Failure, (min) 5.3 Uniaxial Compressive Strength, (psi) 6,890 Type of Break Columnar/Complete Break Young's Modulus, (psi) 2,370,000 Poisson's Ratio 0.09

-7,000

\

7

/

I

\

-6,000 I

7

-5,000

'i 7'

  • -4,000 ----

Eo I

1/ l

~ -3,000

~ I

-2,000 - -

~

I

!--*~" ""'"' "'"'j I

I

-1,000 -- Strain (in/in)

I I [ - -Average Adjusted Lateral Strain (in/in) r 0

0.0020 0.0010 0 .0000 -0.0010 -0.0020 -0.0030 Lateral Strain [ + ), (In/In) Axia l Strain ( - ], (lnlln)

Comments :

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 ind ica ted on the fig ure above).

Axial Strain is negative; Lateral Strain is positive . Load direction with respect to lithology: Vertical ill Specimen did not meet Side Stra igh tness 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

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3-32 BH Project Number: 6468-13-1072 Boring No.: MP-205 Run. No.: N/A Tested By: Mike Hamilton m1f Sample Depth (ft): 72.7-73.5 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"\ Page 2 of 2 Specimen Prior to Testing Specimen Afte r Testing

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

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.243 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3*36 BCH Project Number: 6468-13-1072 Boring No. : MP-205 Run. No. : N/A Tested By: Mike Hamilton IJtiJ Sample Depth (ft}: 162.6-163.4 Test Date: -..:1:..::/2:.:;6/:..::2.:..01:...c4:....__ _ __l/~ h1/M Reviewed By: Allen Cottingham ~\()((..

Review Date: 1/30/2014 1-1H~ Page 1 of 2 Rock Type (See boring log}

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in} 1.76 Specimen Length, (in) 3.86 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf} 1-6&:4- ctD8 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

- I I

  • 7,000

---r Ll

  • 6.000 ~

\I v

  • 5.000 I

. i s -4,000 t I

I

.b I

-3,000

~

I I I

-2,000 I I - - Average Adjusted Axial J

Strain {infln)

/

-1,000 1-I ~ - AverageAdjusted Lateral Strain {infln) 0 0.0020 0.0010 0.0000 -0.0010 -0.0020 -0.0030 Lateral Strain I+J, (In/I n] Axial Strain[ *], (In/I n]

Comments :

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

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

Axial Strain is nega tive; 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

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-36 BCH Project Number: 6468-13-1072 Boring No.: MP-205 Run. No.: N/A Tested By: Mike Hamilton mif Sample Depth (ft) : 162.6-163.4 Test Date: ...:1:..::/2:..:.6/:..::2:..:.01.:...4:.___ _ _---'1 4b-qt/!.!

Reviewed By: Allen Cottingham 1"\M Review Date: 1/30/2014 l *"">b**~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

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

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-45 of 91

ame El astic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-37 BH Project Number: 6468-13-1072 Boring No. : MP-205 Run. No. : N/A Tested By: Mike Hamilton llt-11 Sample Depth (ft): 208.5-209.0 Test Date: 1/26/2014 1/1lf~

____ ,n11<

Reviewed By: Allen Cottingham Review Date: ..:.:...;:.::..:.:::.::....:._:.__

1/30/2014 1*~1.1~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 1.75 Specimen Length, (in) 4.10 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf)

Loading Rate (lb/sec)

-%&.+

90

'"2'; 1M, 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- - - - - - - - \ - - - - - -

+--I

- - Average Adjusted Axial Strain (in/in)

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

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

0.0020 0.0010

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

0.0000 *0.0010

~======~

-0.0020 -0.0030 Lateral Strain ( + ], (lnlln) Ax ial Strai n ( *], (In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using li near least-squares of stress-strain da ta from 35% to 55%

of the uniaxia l compressive strength (data points used are indicated on the fig ure 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

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3-37 BH Project Number: 6468-13-1072 Boring No.: MP-205 Run. No.: N/A Tested By: Mike Hamilton  !>>If Sample Depth (ft): 208.5-209.0 Test Date : ..:.1:..::/2:.::.6/:..::2:.::.01.:...4:.___ _ _ _!../..

//..qJI//I{

Reviewed By: Allen Cottingham (ffrt.

Review Date: 1/30/2014 I J7t>

  • f~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

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

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-47 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxi al Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No. : L7-6 BH Project Number: 6468-13-1072 Boring No.: MP-207 Run. No. : N/A Tested By: Mike Hamilton Tfl,{t Sample Depth (ft): 70.7-71 .7 Test Date: _1_/2_0/_2_01_4_ _ _ _----'I/31/Ilf -P Reviewed By: Allen Cottingham 1"4t Review Date: 1/27/2014 1-)-lll Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.36 Specimen Length, (in) 5.34 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? Not*t As-Tested Unit Weight, (pcf) ~ I '-1 /JeJ- ~-

130 v Loading Rate (lb/sec)

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 I

-4,000 I

I I I

/_

-3,500 I

I I

-3,000 I

I

-2,500

.e, I I

.; -2,000 I

~*-

b"

~

-1,500 -* t-- -

I I

-1,000

- - Average Adjusted Axia l !

Strain (In/In)

I

-500 r-

- - Average Adjus ted I

Latera l Strain (infln)

I 0

0.0020 0 0010 0.0000 .{).0010 .{).0020 -0.0030 Latorol Stroln ( * ), (lnnn) Axial Strain ( - ), (In/In)

Comments:

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 positi ve. Load direction with respec t to lithology: Vertical 1'1 Specimen did not meet End Perpendicula rity and end na tness 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

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-6 BH Project Number: 6468-13-1072 Boring No.: MP-207 Run. No.: N/A Tested By: Mike Hamilton ~ # Sample Depth (ft): 70 .7-71 .7 Test Date: 1/20/2014 If~'/ lq Reviewed By: Allen Cottingham f<'~

-H Review Date:

1127/2014 \ - <../ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

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

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.249 of 91

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