ML19030B008

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 60-69
ML19030B008
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: ML19030B008 (10)
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Text

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-12 H Project Number: 6468-13-1072 Boring No.: MP-402 Run. No.: N/A Tested By: Mike Hamilton 111 t1 Sample Depth (ft): 109.3-110.5 Test Date: _1_/2_1_/2_0_14_ _ __ _'-f r/ Ji }tlf Reviewed By: Allen Cottingham '...,nz:

Review Date: 1/27/2014 ?4 *II/ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.46 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) 46&:9- ( ~7 /It) 3.

v Loading Rate (lb/sec) 160 Test Duration to Failure, (min) 11 Uniaxial Compressive Strength,_(psi) 22,100 Type of Break Shear Young's Modulus, (psi) 8,260,000 Poisson's Ratto 0.18

    • /
  • 20,000 I
  • 18,000

-~-f I

\

I I

/

  • 16,000 I

/

  • 14,000 i

-12.000 I /'

"{

..~

~

/

.; -10,000 I

Cl)

-a.ooo

~ I I L

/ '

-6,000 I I Average Adjusted Axial f-

/ i

-4,000 I

! I Strain (in[ln) I

/

  • 2,000 1-I I I

Average Adjusted Lateral Strain (ln[ln)

I I

0 0.0020 0.0010 0.0000 -0.0010 -0.0020 -0.0030 Lateral Strai n (+]. (In/In) Axial Strain (

  • J, (In/I n)

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 poi nts used are indicated on the fi gure above).

Axial Strai n is negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical 111 Speci men did not meet End Perpendiculari ty and end flatness requi rements of AS TM 0 4543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-60 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : L7-12 H Project Number: 6468-13-1072 Boring No. : MP-402 Run. No.: N/A Tested By: Mike Hamilton mtl Sample Depth (ft): 109.3-110.5 Test Date : 1/21/2014 1bJ/JI{

Reviewed By: Allen Cottingham ,.-At.

Review Date: ....:1:.::/2o.:.7:.::/2:.::0...:.14..;..__ _ _ _ _ _ 1 *~** 1 ~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-402 L7-12 H before test.jpg"): ("MP-402 L7-12 H after test (2).jpg"):

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-61 of 91

amec Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-13 BCH Project Number: 6468-13-1072 Boring No.: MP-402 Run. No. : N/A Tested By: Mike Ham ilton fl7r/ Sample Depth (ft): 144.3-145.1 Test Date: ....:.1:..::/2""'0/c.::2..:.01.;..4'-----'"'

'/~H/Iil Reviewed By: Allen Cottingham JI\Qi Review Date: ..c1..:./2::.:7..:./2::.:0:....:1..c.4______ I*'} 1*1~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.54 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? Nof1)

As-Tested Unit Weight, (pet) -416:1" l15 r&~ ~

Loading Rate (lb/sec) v 130 Test Duration to Failure, (min) 12.7 Uniaxial Compressive Strength, (psi) 19,820 Type of Break Columnar Young's Modulus, (psi) 9,560,000 Poisson's Ratio 0.22

  • 6.000 ,....-----:----~l~

-5,000

-4,000 - + - - - - - - t:- J--!------j-- 1

  • 3,000 1- - - - - - - - - ' - -- - - - --+'-- -

-2,000 1- - - - - - - - T - - - - - -

_ _ ____, - - Average Adjusted Axial ~

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

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

0.0020 0.0010 0.0000 .0.0010

~~~~~~

.0.0020 *0.0030 Lateral Strain 1+ ], (In/In) Axial Strain 1*],(In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 10% to 29%

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 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-62 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : L7-13 BCH Project Number: 6468-13-1072 Boring No.: MP-402 Run. No. : N/A Tested By: Mike Hamilton rnl/ Sample Depth (ft): 144.3-145.1 Test Date: ...:1.:..:/2~0:..::/2~0..:...14'-----~1/wl"'-flbtf 1

Reviewed By: Allen Cottingham IY'~

Review Date: 1/27/2014 1 *11-1~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-402 L7-13 BCH before test.jpg"): ("MP-402l7-13 after test (2).jpg"):

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-63 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-14 H Project Number: 6468-13-1072 Boring No. : MP-403 Run. No.: N/A Tested By: Mike Hamilton WI fl Sample Depth (ft): 23.2-24.1 Test Date: ...:1.:..:/2:..:.0/:..::2.:.01'-'4'---_ _____.J'+h..ll.f d/4 4

Reviewed By: Allen Cottingham f f"~

Review Date :_1"'-/2-'-9_/2-'-0-'-14.;......_ _ _ _ _ 1*~1*1~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.30 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 1' 1 As-Tested Unit Weight, (pcf) 4&r.7- '~a lftJ-Loading Rate (ib/sec) v 130 Test Duration to Failure, (min) 6 Uniaxial Compressive Strength, (psi) 8,680 Type of Break Columnar Young's Modulus, (psi) 7,260,000 Poisson's Ratio 0.23

  • 9.000 1/

I I .......... I I

I

.a.coo I

I I I

  • 7.000 -- I

-6.000 II -

I I

'iii

.eo

  • 5.000 II --

l

,; I

!l I

(()

-4,000 -- I

~

  • 3.000 l ------ I I I
  • 2.000

~ -

j - -Average Adjusted Axial 1

Strain (In/in)

--- -[-

(

  • 1.000 I Average Adjusted Lateral Strain (inlin.!..__j 0

0.0020 0.0010 0.0000 .0.0010 *0.0020 .0.0030 Lateral Strain [ +]. [lnnn) 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).

Axia l Stra in is negative; Lateral Strain is positive . Load direction with re spect to lithology: Vertical 111 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.2-64 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-14 H Project Number: 6468-13-1072 Boring No.: MP-403 Run . No.: N/A Tested By: Mike Hamilton 11111 Sample Depth (ft) : 23.2-24.1 Test Date : _1_12_0'--12_0_14_ _ _ ____.)+/-<-4 51/ltf Reviewed By: Allen Cottingham ~Pr(,

Review Date : 1/29/2014 f * ~H~I Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-403 L7-14 H before test.jpg"): ("MP-403 L7*14 H after test (3).jpg"):

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-65 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-15 BH Project Number: 6468-13-1072 Boring No.: MP-403 Run. No.: N/A Tested By: Mike Hamilton 111~ Sample Depth (ft): 70.2-71 .0 Test Date : _1-'-/2_1-'-/2_0_14_ _ _ _ _1 "/fl/ltf Reviewed By: Allen Cottingham ,f\ltt Review Date: 1/29/2014 ~,.,.M Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.46 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No 11 l As-Tested Unit Weight, (pcf) ~ (lfP/H() J Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 16 Uniaxial Compressive Strength, (psi) 29,590 Type of Break Complete Break Young's Modulus, (psi) 12,600,000 Poisson's Ratio 0.28

-30,000 r--------:-- ------:----- -----------, ---------.

-25,000 - -

-20,000

.; -15,000

..~

I!!

-10,000

  • 5,000 - - - - - - - - - - - - - - - - -\ / -----*

H --A~erage Adjusted Axial ~

Slrain (infln)

- - Average Adjusted Lateral Strain (infln) oL---------

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

-O.OO t O -==========

-0.0020 ~

-0.0030 lateral Stroln [ + 1. (In/In) Axlat Strain [ - ), (innn)

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 negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical (I 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.2-66 of 91

Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-15 BH Project Number: 6468-13-1072 Boring No.: MP-403 Run. No.: N/A Tested By: Mike Hamilton t'l-1 # Sample Depth (ft): 70.2-71.0 Test Date : ....c1c..::/2:..:.1/'-=2"'-0-'-14'--------'-/.J-/7=-Il/lll Reviewed By: Allen Cottingham ' If'(\{.

Review Date: 1/29/2014 1 *11-1~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-403 L7-15 BH before test.jpg"): ("MP-403 L7-15 BH after test (2).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-67 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-16 H Project Number: 6468-13-1072 Boring No.: MP-403 Run. No. : N/A Tested By: Mike Hamilton fffH Sam pie Depth (ft): 114.2-115.3 Test Date: ...;1.;.../2--'-1.;.;./2.;.;.0_14_ _ _ _.... 1/'-'7"-fl{l'/

Reviewed By: Allen Cottingham r ,f\A-t Review Date: 1/29/2014 **')f.lq Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.30 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) +i.+ 111 ftl Loading Rate (lb/sec) 130 (/

Test Duration to Failure, (min) 20 Uniaxial Compressive Strength, (psi) 33,110 Type of Break Complete Break Young's Modulus, (psi) 13,980,000 Poisson's Ratio 0.31

- 18,000

-16,000

-14,000

-12.000

....9o -10,000

i

~ -8,000 en

~

-6,000

-4.000 . , . - - - - - - - - - -1

- - Average Adjusted Axial Strain (infln)

-2,000

- Average Adjusted Lateral Strain (infln) 0 0.0020 0.0010 0.0000 .0.0010 .0.0020 .0.0030 Lateral Strain I+), {In/In) Axial SITain [*),(In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 25% to 45%

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

Axial Strain is negative; Lateral Strain is posilive. Load direction with respect to lithology: Vertical 1'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.2-68 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : L7-16 H Project Number: 6468-13-1072 Boring No.: MP-403 Run. No.: NIA Tested By: Mike Hamilton mH Sample Depth (ft): 114.2-115.3 Test Date : ...:.1:.::12:..:;11:.::2~0.:..14;__ _ _ _-I-J,f-/12lft/1¥ Reviewed By: Allen Cottingham f"'P:t Review Date : 112912014 t* ')I* I~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-403 L7-16 H Dlm.jpg") : ("MP-403 L7-16 H after test.jpg") :

Comments :

Did not take a before picture with strain gages attached .

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-69 of 91

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