ML19030B008

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)

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 111 t1 Test Date: _1_/2_1_/2_0_14 _____ '-fr/ Ji }tlf Reviewed By: Allen Cottingham

'...,nz:

Review Date: 1/27/2014

?4 *II/

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L7-12 H Boring No.: MP-402 Run. No.: N/A Sample Depth (ft): 109.3-110.5 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.46 2.3 No 111 As-Tested Unit Weight, (pcf) 46&:9-( ~ 7 /It) 3.

~

~

Cl)...

~

Loading Rate (lb/sec) 160 v

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

• 16,000 -~-f I

• • /

I

\\

I

• 14,000

-12.000

-10,000

-a.ooo

-6,000 I

/

i

/

I

/'

"{

I

/

I I L I

-4,000 I

/

Average Adjusted Axial f-I

/ i I

Strain (in[ln)

I

• 2,000 0

0.0020 Comments:

I

/

0.0010 0.0000 Lateral Strain (+]. (In/In)

I

-0.0010 I

Average Adjusted Lateral Strain (ln[ln)

I

-0.0020 Axial Strain (

• J, (In/In)

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 111 Specimen did not meet End Perpendicularity and end flatness requirements of ASTM 0 4543-08. Authorization to proceed with test received from John Damm.

1-I

-0.0030 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-60 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 mtl Test Date: 1/21/2014 1 bJ/JI{

Reviewed By: Allen Cottingham

,.-At.

Review Date:....:1:.::/2o.:.7:.::/2:.::0...:.14..;.._ ______ 1 * ~**

1

~

Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-61 of 91 Sample No.: L7-12 H Boring No.: MP-402 Run. No.: N/A Sample Depth (ft): 109.3-110.5 Page 2 of 2 Specimen After Testing

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

amec 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 fl7r/

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~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L7-13 BCH Boring No.: MP-402 Run. No.: N/A Sample Depth (ft): 144.3-145.1 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.54 2.3 Nof1)

As-Tested Unit Weight, (pet)

-416:1" l15 r&~

Loading Rate (lb/sec) 130 v

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 1

• 3,000 1- --------'--------+'---

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

• 1,000 1--------:--------

___,--Average Adjusted Axial ~

Strain (in/in)

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

0.0020 0.0010 Lateral Strain 1 + ], (In/In)

Comments:

0.0000

.0.0010

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

• 0.0030 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

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 rnl/

Test Date:...:1.:..:/2~0:..::/2~0..:...14'-----~

1/wl"'-flbtf Reviewed By: Allen Cottingham 1

IY'~

Review Date: 1/27/2014 1 *11-1~

Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-63 of 91 Sample No.: L7-13 BCH Boring No.: MP-402 Run. No.: N/A Sample Depth (ft): 144.3-145.1 Page 2 of 2 Specimen After Testing

("MP-402l7-13 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 WI fl Test Date:...:1.:..:/2:..:.0/:..::2.:.01'-'4'---__

____.J'+h..ll.fd/4 Reviewed By: Allen Cottingham 4 f f"~

Review Date:_1"'-/2-'-9_/2-'-0-'-14.;...... _____ 1*~1*1~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L7-14 H Boring No.: MP-403 Run. No.: N/A Sample Depth (ft): 23.2-24.1 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 5.30 2.2 No 1' 1 As-Tested Unit Weight, (pcf) 4&r.7- '~a lftJ-

'iii

.eo

!l

(()

~

• 9.000

.a. coo

• 7.000

-6.000

• 5.000

-4,000

• 3.000

• 2.000

• 1.000 0

0.0020 Comments:

Loading Rate (ib/sec)

Test Duration to Failure, (min)

Uniaxial Compressive Strength, (psi)

Type of Break Young's Modulus, (psi)

Poisson's Ratio I

I 1/

I I

I I

I I

I I

l l

I

~

I

(

0.0010 0.0000

.0.0010 Lateral Strain [ +]. [lnnn) 130 v

6 8,680 Columnar 7,260,000 0.23 I

I I

I I

I I I I

I I

j--Average Adjusted Axial 1

Strain (In/in)

- [ -

Average Adjusted Lateral Strain (inlin.!..__j

• 0.0020 Axial Strain [*). [In/in)

.0.0030 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 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

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 11111 Test Date: _1_12_0'--12_0_14 ____

___.)+/-<-4 51/ltf Reviewed By: Allen Cottingham

~Pr(,

Review Date: 1/29/2014 f * ~H~I Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-65 of 91 Sample No.: L7-14 H Boring No.: MP-403 Run. No.: N/A Sample Depth (ft): 23.2-24.1 Page 2 of 2 Specimen After Testing

("MP-403 L7*14 H after test (3).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 Sample No.: L7-15 BH Boring No.: MP-403 Run. No.: N/A Sample Depth (ft): 70.2-71.0 Tested By: Mike Hamilton 111~

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 I!!

~

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 11l 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

-10,000

• 5,000 -----------------\\

H

-- A~erage Adjusted Axial ~

/ -----*

Slrain (infln)

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

0.0020 0.0010 lateral Stroln [ + 1. (In/In)

Comments:

0.0000

-O.OO tO

-0.0020 Axlat Strain [ - ), (innn)

-0.0030 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 (II 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 Project Number: 6468-13-1072 Tested By: Mike Hamilton t'l-1 #

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~

Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-67 of 91 Sample No.: L7-15 BH Boring No.: MP-403 Run. No.: N/A Sample Depth (ft): 70.2-71.0 Page 2 of 2 Specimen After Testing

("MP-403 L7-15 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 fffH 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 Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L7-16 H Boring No.: MP-403 Run. No.: N/A Sam pie Depth (ft): 114.2-115.3 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 5.30 2.2 Specimen Conforms with Dimensional Requirements?

No 111

.9o

i

~

en...

~

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

-18,000

-16,000

-14,000

-12.000

-10,000

-8,000

-6,000

-4.000

-2,000 0

0.0020 0.0010 0.0000 Lateral Strain I+), {In/In)

Comments:

.0.0010 +i.+ 111 ftl 130

(/

20 33,110 Complete Break 13,980,000 0.31

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

--Average Adjusted Axial Strain (infln)

Average Adjusted Lateral Strain (infln)

.0.0020 Axial SITain [*),(In/In)

.0.0030 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

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 mH 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~

Comments:

Specimen Prior to Testing

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

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 Sample No.: L7-16 H Boring No.: MP-403 Run. No.: NIA Sample Depth (ft): 114.2-115.3 Page 2 of 2 Specimen After Testing

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