ML19030B014

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 80-87
ML19030B014
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: ML19030B014 (8)
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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.: L3*71 BH Project Number: 6468-13-1072 Boring No. : MP-416 Run. No.: N/A Tested By: Mike Hamilton tJA 1-1 Sample Depth (ft): 255.1-255.7 Test Date : _1_12_6_12_0_14_ _ _ _ _J...L./~l{tt(

Reviewed By: Allen Cottingham t"ftt Review Date : 1130/2014 t- *H*I ~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.37 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Yes As-Tested Unit Weight, (pcf)

Loading Rate (lb/sec) 160 1'69':T' l (, q ~ ~

Test Duration to Failure, (min) 5.3 Uniaxial Compressive Strength, (psi) 9,240 Type of Break Shear Young's Modulus, (psi) 2,680,000 Poisson's Ratio 0.16

-10.000 I

' I  ! I

\ J /

-9.000 I

v I

\I I

-8.000

/ II

-7,000 I

/

-6,000

.5 L

.,; -5,000

\

"'... I

/

-4,000 I

~

~

/

-3.000 I ,

I

-2,000 Average Adjusted Axial I-I I

-- ~ - I Strain (in/in) r-

/

-1,000 Average Adjusted I i Lateral Strain (infln) 0 I .

0.0020 0.0010 0.0000 -0.0010 -o.0020 -o.0030 -0.0040 Lateral Strain ( + ],(In/I n) Axial Strain [-),(In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-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 nega tive; Lateral Strain is positive. Load direction with respect to lithology: Vertical Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-80 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Cl inch River SMR Sample No.: L3-71 BH Project Number: 6468-13-1072 Boring No. : MP-416 Run . No.: N/A Tested By: Mike Hamilton M~ Sample Depth (ft): 255.1-255.7 Test Date : _1_ 12_0_14_ _ _ _ _--'-'

12_6_ 1/'~-1/llf Reviewed By: Allen Cottingham (1'1/1(.,

Review Date : 1/30/2014 I-"'Jo-t4 Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-416 L3-71 BH before test.jpg"): ("MP-416 L3-71 BH after test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-81 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-38-BH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No.: N/A Tested By: Mike Hamilton ...._l!li- Sample Depth (ft): 157.1'-157.8' Test Date: 1/8/2014 J/1Z/IIf

~~~~~------

Reviewed By: Allen Cottingham tri>J{,_

Review Date: . . :1. . :/2: .;1. . :/2: .;0:. .;1. . :4_ _ _ _ _ _ ~ - ~~ - * ~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.36 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? NoJ As-Tested Unit Weight, (pcf) ~ (6:J'f 1/1) v Loading Rate {lb/sec) 130 Test Duration to Failure, (min) 10.3 Uniaxial Compressive Strength, (psi) 16,830 Type of Break Columnar Young's Modulus, (psi} 12,910,000 Poisson's Ratio 0.35

  • 16,000 ,...----------------------~---------------,
  • 14,000
  • 12,000 - - - - - - - - - - - -\-

-10,000

  • 8.000
  • 6,000

-4.000

- - Average Adjusted Axial Strain (in/in)

  • 2,000 1- - - - -

- - Average Adjusted Lateral Strain (in/in) 0 ~-----------------------~--------------------

0.0020 0.0010 0.0000 -0.0010 --------------~

-0.0020 -00030 Laloral Strain [ + ], (in/in) Axial Strain [ * ], (In/In)

Comments:

Young's Modulus and Po1sson'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

{II Specimen did not meet end flatness requirements of ASTM 0 4543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-82 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SMR Sample No.: L2*38-BH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No. : N/A Tested By: Mike Hamilton jii~)J Sample Depth (ft): 157.1'-157.8'

_ _ _ _ _ _ 1/-"P}IIf Test Date:_1_18_12_0_14 Reviewed By: Allen Cottingham .-fflt:

1 Review Date: 1/21/2014 1~'1.1 ~ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-419 L2*38 BH before test (2).jpg"): ("MP-419 L2*38 BH after test (3).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-83 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-40-BCH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No.: N/A Tested By: Mike Hamilton ~Ell- Sample Depth (ft): 173.4'-174.1'

/1_5_

Test Date: -:1-:-: 0_14--:-- - : - - - - - { n It I{

/2-:::

Reviewed By: Allen Cottingham itk Review Date: 1/21/2014 1*~\ * ~~ Page 1 of2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.52 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? NottJ As-Tested Unit Weight, (pcf) 4-iU- I cPI /'/{!:.

Loading Rate (lb/sec) 130 v Test Duration to Failure, (min) 5 Uniaxial Compressive Strength, (psi) 5,810 Type of Break Columnar Young's Modulus, (psi) 2,360,000 Poisson's Ratio 0.45

-7,000 r--------:--------------------~-------.,

-6.000 - - - ----*

-5.000 - ---

.. -4,000

.S:

Ui -3,000

~

-2,000

- - Average Adjusted Axial Strain (in/in)

-1 .000

- - Average Adjusted Lateral Strain (infln) 0 L-----------------

0.0020 0.0010

~---'------------

0.0000 -0.0010

~

-0.0020 *0.0030 Lateral Strai n I+ ), (In/In) Axial S train (- ), (Jniln)

Comments:

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

of the uniaxia l compressive strength (da ta points used are indicated on the figure above).

Axial Strain is negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical 111 Specimen did not meet side sraightness, end perpendtcularily, 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.2-84 of 91

Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-40-BCH Project Number: 6468-13-1072 Boring No.: MP-419 Run. No.: N/A Tested By: Mike Hamilton ~~14 Sample Depth (ft): 173.4'-174.1' 1/15/2014 Test Date: ~~~~~~~~ -

r/u/tt(

Reviewed By: Allen Cottingham f{'(tt Review Date: 1/21/2014 \ *1<\ , ~"\ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-419 L2-40 BCH Before test.jpg"): ("MP-419 L2-40 BCH after test (2).jpg"):

Comments :

Clinch River Data Report Rev. 4 CRP-111.2.16 Page G.2-85 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No. : L7-26 BCH Project Number: 6468-13-1072 Boring No.: MP-421 Run. No.: N/A Tested By: Mike Hamilton WI !/ Sample Depth {ft}: 175.5-178.3 Test Date: 1/21/2014 !h;ptf Reviewed By: Allen Cottingham f'I'JC.

Review Date : _;.:.;:="-'---'-----

1/29/2014 - -

1*)HI\ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 4.91 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements? Not'l As-Tested Unit Weight, (pcf) ~ l1CP /tJ. v Loading Rate (lb/sec) 160 (/

Test Duration to Failure, (min) 6.3 Uniaxial Compressive Strength, (psi) 12,510 Type of Break Shear Young's Modulus, (psi) 9,040,000 Poisson's Ratio 0.05

  • S:OOO r--------:--------:--------:------ ------- ---,

-7.000 -

-6.000

-5.000 -- ---

~

b.

-4,000

  • 3.000

~

-2,000

- - Average Adjusted Axia l Strain (infln)

  • 1,000

- - Average Adjusted Lateral Strain (infln) 0 L-------------------------'

0.0020 0.0010 1--------------------------------------~

0.0000 -0.0010 -0.0020 -0.0030 Lateral Strain [

  • I. (In/I n) Axial Strain [ * ], (In/I n)

Comments :

Young's Modulus and Poisson's Ratio delermined using linear least-squares of stress-slrain 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 positive . Load direction with respect to lithology: Vertical 1'1 Specimen did not meet End Perpendicularity and end flatness requirements of ASTM 04543-08. Authorization t proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-86 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-26 BCH Project Number: 6468-13-1072 Boring No.: MP-421 Run . No.: N/A Tested By: Mike Hamilton IWII Sample Depth (ft): 175.5-178.3 Test Date: ...:.1:..::/2'-"1/~2-=-01:...:4_ _ _ _ _/!.1-Y~

I/JLf Reviewed By: Allen Cottingham (\~

Review Date: 1/29/2014 t* j(A'\ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-421 L7-26 BCH before test.jpg"): ("MP-421 L7-26 BCH after test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-87 of 91

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