ML19030A999

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 20-29
ML19030A999
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: ML19030A999 (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.: L3-29 BH Project Number: 6468-13-1072 Boring No.: MP-118 Run. No.: N/A Tested By: Mike Hamilton b1H Sample Depth (ft): 97.6-99.0 Test Date: __:1.:.,:/2:..:6.:.,:/2:...:0....:.14-=------,--------L'phi/t lf Reviewed By: Allen Cottingham 1 f{\W..

Review Date: 1/30/2014 1..00-' 1~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.33 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Yes As-Tested Unit Weight, (pcf) '46&:t" I "~ H.> ~

Loading Rate {lb/sec) 160 v Test Duration to Failure, (min) 4.7 Uniaxial Compressive Strength, (psi) 4,870 Type of Break Shear Young's Modulus, (psi) 2,490,000 Poisson's Ratio 0.20 l

  • 5,000

' I II

-4,500 I

I ~ I

\ I

-4,000 I I I \ I I

I

  • 3,500 I

I

/

  • 3,000

~ I \ I I

I I

  • 2.500 1-b" 1/)

/

  • 2.000

~

I

/

  • 1,500 I 1

/

-1,000 Average Adjusted Axial Strain (in/in)

I

  • 500 - Average Adjusted r i Lateral Strain (infln) 0 0.0020 0.0010 0.0000 .().0010 .().0020 *0.0030 l ateril t Strain ( + ),(in/I n} Axial Strain I * ), (In/In)

Comments :

Young's Mod ulus and Poisson's Ratio determined using linear least-squares of stress-strai n data from 40% to 60%

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

Axial Strain is nega tive; Latera l Strain is positive. Load direction with respect to lithology: Vertical Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-20 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : LJ-29 BH Project Number: 6468-13-1072 Boring No.: MP-11 B Run. No.: N/A Tested By: Mike Hamilton 1r1 Sample Depth (ft) : 97.6-99.0 Test Date: 1/26/2014 ~N Reviewed By: Allen Cottingham f'\~

Review Date: ...:1.:.:/3:..:0.:..:/2:.:0...:.1..:.4_ _ _ _ _ _ .)0-ll/ Page 2 of 2 1

Specimen Prior to Testing Specimen After Testing

("MP-118 LJ-29 BH before test.jpg"): ("MP-118 LJ-29 BH after test.jpg") :

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-21 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SMR Sample No.: L3-31 BCH Project Number: 6468-13-1072 Boring No.: MP-122 Run. No.: N/A Tested By: Mike Hamilton ltlH Sample Depth (ft): 144.3-145.1 BI/ Jlf Test Date: ....:1:..::/2:..::6/c::2:..::01.:....4:..___ _ _....t,£f.-JI Reviewed By: Allen Cottingham l"\Pl.

Review Date : 1/30/2014 1-;H4 Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (In) 5.10 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements? Nol1>

As-Tested Unit Weight, (pcf) 4%:6- I r,q f/et; Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 6 Uniaxial Compressive Strength, (psi) 12,430 Type of Break Columnar Young's Modulus, (psi) 5,550,000 Poisson's Ratio 0.22

-14,000

  • 12,000
  • 10,000

-8,000

.e.,;

(I)

~

-6,000

-4,000 -

  • 2,000

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

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

0.0020 0.0010 0.0000 .0.0010 *0.0020 *0.0030 Lateral Strain I * ], (In/In) Axial Strain ( *],(In/In)

Comments:

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

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

Axial Strain is negative; Lateral Strain is positive . Load direction with respect to lithology: Vertical (l ) Specimen did not meet 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.2-22 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No. : L3-31 BCH Project Number: 6468-13-1072 Boring No.: MP-122 Run . No.: N/A Tested By: Mike Hamilton IJI H Sample Depth (ft): 144.3-145.1 Test Date : ...:1.:..:/2:..:.6:.::/2:..:.0-'-14'--_ __ _...~./+-'

/ ~t/N Reviewed By: Allen Cottingham r .>J~Fr{,

Review Date: 1/30/2014 1 -)o-t1 Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-122 L3-31 BCH before test.jpg") : ("MP-122 L3-31 BCH after test.jpg" ):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-23 of 91

Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 0 7012*1 0 Project Name: Clinch River SM R Sample No.: L2-13-BCH Project Number: 6468-13-1072 Boring No.: MP-201 Run. No.: N/A Tested By: Mike Hamilton mrit Sample Depth (ft): 130.6'*131.8' Test Date: _1,;...,/7_;_/2-'0_1_4_ _ _ _ _ _ 1/t:z/*'-1 Reviewed By: Allen Cottingham f"(!rC Review Date: 1/21/2014 t

  • 1A
  • 1't Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.67 Length/Diameter Ratio 2.4 Specimen Conforms with Dimensional Requirem ents? No 111 As-Tested Unit Weight, (pcf) ~ (G. f) l)eJ, f¥4t,(A-loading Rate (lb/sec) 130 ~

Test Duration to Failure, (min) 4 Uniaxial Compressive Strength, (psi) 5,000 Type of Break shear Young's Modulus, (psi) 11 ,080,000 Poi sson's Ratio 0.29

  • 6.000 I

(

  • 5.000 '--*

/

-4,000 -

I

-.; I

.; *3.000 --- - ----

t" f

-\1

~

  • 2,000 ---- -;--- - -~--- -

-1.000 I - - Average Adjusted Axial ,__

I I i Strain (in/in)

- - Average Adjusted l ateral Strain (in/in) 0 0.0020 0 .0010 0.0000 -0.0010 -ll.0020 *0.0030 Lateral Strain I +], (In/in) Alllal Strain I * ), (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; Lateral Strain is positive. Load direction with respect to lithology: Vertical (II Specimen did not meet end purpendicularity, end parrallelism and end flatness requirements of ASTM 04543-08. Authorization to proceed with test recei ved from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-24 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-13-BCH Project Number: 6468-13-1072 Boring No.: MP-201 Run. No.: N/A Tested By: Mike Hamilton tntr'A Sample Depth (ft): 130.6'-131.8' Test Date: 1/7/2014

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

1/1.-'t /N Reviewed By: Allen Cottingham .~

Review Date: 1/21/2014 1, -z.,l

  • t~ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-201 L2-13 BCH before test.jpg") ("MP-201 L2-13 BCH after test (2).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-25 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compre ssion ASTM 07012-10 Project Name: Clinch River SMR Sample No. : L2-14-BCH Project Number: 6468-13-1072 Boring No.: MP-201 Run. No.: NIA Tested By: Mike Hamilton ~~;4 Sample Depth (ft): 186.2'-186.6'

/7.;..:

Test Date: -'1-':-' 14

/2:;.;;0-,:...:......,_ _ _ _ _ t/t1/l ~

Reviewed By: Allen Cottingham lfi/'It.

Review Date: 1/21/2014 , .,, .t~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 4.93 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements ? No()

As-Tested Unit Weight, (pcf) ~t ~ ef!eCJ.

Loading Rate (lblsec) 130 v Test Duration to Failure, (min) 8 Uniaxial Compressive Strength, (psi) 9,900 Type of Break shear Young's Modulus, (psi) 3,700,000 Poi sson's Ratio 0.22

  • 10,000

.a.ooo 1 ---~-

.e

.. -6,000

~

Cl)

~

-4,000

- - Average Adjusted Axial

  • 2,000 - '-'-----~ Strain {in/in)

- - Average Adjusted Lateral Strain {in/in) 0 ~------------~-------'--

0.0010 0.0005 0.0000 .().0005 -------------------------

.().0010 .().0015 .Q.0020 .().0025 ---------------~

.().0030 .().0035 -0.0040 Lateral Stroln ( + ], (lnfln) Axial Strai n ( -], (In/in)

Comments:

Young's Modul us and Poisson's Ralio 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).

Ax*al Strain is negative; Lateral Strain is posi tive. Load direction with respect to lithology: Vertical 1' 1Specimen did not meet side straightness, end purpendicularity, end parrallelism, 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.2-26 of 91

Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2*14-BCH Project Number: 6468-13-1072 Boring No.: MP-201 Run. No.: N/A Tested By: Mike Hamilton /hli tJ Sample Depth (ft): 186.2'-186.6' Test Date: . .:;1n:.:. ./:.=2.: . .01:. .:4_ _ __ _ t/1'1/14 Reviewed By: Allen Cottingham rll4t:

Review Date: 1/21/2014 1- J,l-lq Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-201 L2-14 BCH before test.jpg"): ("MP-201 L2-14 BCH after test (2).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-27 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L2*16-BH Project Number: 6468-13-1072 Boring No.: MP-201 Run. No. : N/A Tested By: Mike Hamilton M,;;J Sample Depth (ft): 338.3'-339.7' Test Date: _1'"'/7...:.;/2.;.;;0..;.14~----- 'ftt/lli Reviewed By: Allen Cottingham .M,f({.

Review Date : 1/21/2014 j-'2.1-\.Aj Page 1 of 2 Rock Type (See boring Jog)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.24 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 11 l As-Tested Unit Weight, (pcf) ~ t 1.> JtY.). ~/14 Loading Rate (lb/sec) 130 v Test Duration to Failure, (min) 13.7 Uniaxial Compressive Strength, (psi) 21 ,910 Type of Break Columnar Young's Modulus, (psi) 12,840,000 Poisson's Ratio 0.30

  • 25.000 , . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,

-20,000

  • 15,000

.e R

"i'l *10,000

~

-5,000 - - Average Adjusted Axial Strain (in/in)

- - Average Adjusted Lateral Strain (in/in) oL-______________r~------------------~====~__J 0.0010 0.0005 0.0000 -0.0005 ~ .0010 -0.0015 ~.0020 Lateral Strain I+ 1. (In/in) Axial Strain I -1. (In/In)

Comments:

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

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

Axial Strain is negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical

<*l Specimen did not meet end purpendicularily requirements of ASTM D4543-08.

Authorization to proceed with lest received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-28 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-16-BH Project Number: 6468-13-1072 Boring No.: MP-201 Run. No.: N/A Tested By: Mike Hamilton r19tt Sample Depth (ft): 338.3'-339.7' Test Date:_1.:../7"'"'/2_0_14

_ _ __ _ _ ",ltt(l'f Reviewed By: Allen Cottingham ",(\<.

Review Date: 1/21/2014 1-l.l - 1~ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-201 L2-16 BH before test.jpg"): ("MP-201 L2-16 BH after test (2).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-29 of 91

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