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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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 b1H Test Date: __:1.:.,:/2:..:6.:.,:/2:...:0....:.14-=------,--------L'phi/tlf Reviewed By: Allen Cottingham 1

f{\\W..

Review Date: 1/30/2014 1..00 -' 1~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L3-29 BH Boring No.: MP-118 Run. No.: N/A Sample Depth (ft): 97.6-99.0 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 5.33 2.2 Yes Specimen Conforms with Dimensional Requirements?

As-Tested Unit Weight, (pcf)

'46&:t" I "~ H.> ~

~

b 1/)

~

  • 5,000

-4,500

-4,000

  • 3,500
  • 3,000
  • 2.500
  • 2.000
  • 1,500

-1,000

  • 500 0

0.0020 Comments:

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

I

~

I I I I

I I

\\

I I

I I

I

\\

I I

I I

\\

I /

I 1-I I

/

I I

/

Average Adjusted Axial i

I 0.0010 0.0000 l aterilt Strain ( + ),(in/In}

/

.().0010 Strain (in/in)

Average Adjusted Lateral Strain (infln)

.().0020 Axial Strain I * ), (In/In)

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 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-20 of 91 1

r

  • 0.0030

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 1r1 Test Date: 1/26/2014

~N Reviewed By: Allen Cottingham f'\\~

Review Date:...:1.:.:/3:..:0.:..:/2:.:0...:.1..:.4 ______ 1.)0-ll/

Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-21 of 91 Sample No.: LJ-29 BH Boring No.: MP-11 B Run. No.: N/A Sample Depth (ft): 97.6-99.0 Page 2 of 2 Specimen After Testing

("MP-118 LJ-29 BH after test.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 ltlH Test Date:....:1:..::/2:..::6/c::2:..::01.:....4:..__ ___

....t,£f.-JI BI/ Jlf Reviewed By: Allen Cottingham l"\\Pl.

Review Date: 1/30/2014 1-;H4 Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (In)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L3-31 BCH Boring No.: MP-122 Run. No.: N/A Sample Depth (ft): 144.3-145.1 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.10 2.1 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

-6,000 (I)..

~

-4,000

  • 2,000

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

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

0.0020 0.0010 Lateral Strain I * ], (In/In)

Comments:

0.0000

.0.0010

  • 0.0020 Axial Strain ( *],(In/In)

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

  • 0.0030

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 IJI H 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 Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-23 of 91 Sample No.: L3-31 BCH Boring No.: MP-122 Run. No.: N/A Sample Depth (ft): 144.3-145.1 Page 2 of 2 Specimen After Testing

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

Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 0 7012*1 0 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton mrit 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 Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

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

  • 6.000 I

Sample No.: L2-13-BCH Boring No.: MP-201 Run. No.: N/A Sample Depth (ft): 130.6'*131.8' Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 5.67 2.4 No 111

~

(G. f) l)eJ, 130

~

4 5,000 shear 11,080,000 0.29 t,(A-f¥4

  • 5.000

" t

~

-4,000

  • 3.000

(

/

I I

f

  • 2,000 ----

-~---

-1.000

-\\1 I

-- Average Adjusted Axial,__

I I

i Strain (in/in) 0 0.0020 Comments:

0.0010 0.0000 Lateral Strain I +], (In/in)

-0.0010

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

-ll.0020 Alllal Strain I *), (In/In)

  • 0.0030 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 received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-24 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 tntr'A Test Date: 1/7/2014 1/1.-'t /N

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

Reviewed By: Allen Cottingham

.~

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

  • t~

Specimen Prior to Testing

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

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-25 of 91 Sample No.: L2-13-BCH Boring No.: MP-201 Run. No.: N/A Sample Depth (ft): 130.6'-131.8' Page 2 of2 Specimen After Testing

("MP-201 L2-13 BCH 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

~~;4 Test Date: -'1-':-'/7.;..:/2:;.;;0-,:.14..:......, _____ t/t1/l ~

Reviewed By: Allen Cottingham lfi/'It.

Review Date: 1/21/2014

,.,,. t~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L2-14-BCH Boring No.: MP-201 Run. No.: NIA Sample Depth (ft): 186.2'-186.6' Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 4.93 2.1 Specimen Conforms with Dimensional Requirements?

No()

As-Tested Unit Weight, (pcf)

Loading Rate (lblsec)

Test Duration to Failure, (min)

Uniaxial Compressive Strength, (psi)

Type of Break Young's Modulus, (psi)

Poisson's Ratio

  • 10,000

.a.ooo 1 ---~-

...e

-6,000

~

Cl)

~

-4,000

  • 2,000 -

~t ~ ef!eCJ.

130 v

8 9,900 shear 3,700,000 0.22

--Average Adjusted Axial

'-'-----~

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 Strain ( -], (In/in)

Comments:

Young's Modulus 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 positive.

Load direction with respect to lithology: Vertical 1'1 Specimen 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 Project Number: 6468-13-1072 Tested By: Mike Hamilton

/hli tJ Test Date:...:;1n:.:.../:.=2.::...01:...:4 ____

t/1'1/14 Reviewed By: Allen Cottingham rll4t:

Review Date: 1/21/2014 1-J,l-lq Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-27 of 91 Sample No.: L2*14-BCH Boring No.: MP-201 Run. No.: N/A Sample Depth (ft): 186.2'-186.6' Page 2 of2 Specimen After Testing

("MP-201 L2-14 BCH 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 M,;;J Test Date: _1'"'/7...:.;/2.;.;;0..;.14~----- 'ftt/lli Reviewed By: Allen Cottingham

.M,f({.

Review Date: 1/21/2014 j-'2.1-\\.Aj Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

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 Sample No.: L2*16-BH Boring No.: MP-201 Run. No.: N/A Sample Depth (ft): 338.3'-339.7' Page 1 of 2 (See boring Jog)

Laboratory Air-Dry 2.40 5.24 2.2 No 11l

~

t 1.> JtY.).

130 v

13.7 21,910 Columnar 12,840,000 0.30

~/14

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

.e..

R

'i'l

~

-20,000

  • 15,000
  • 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 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

<*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

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 r19tt Test Date:_1.:../7"'"'/2_0_14 ______ ",ltt(l'f Reviewed By: Allen Cottingham

",(\\<.

Review Date: 1/21/2014 1-l.l-1 ~

Comments:

Specimen Prior to Testing

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

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-29 of 91 Sample No.: L2-16-BH Boring No.: MP-201 Run. No.: N/A Sample Depth (ft): 338.3'-339.7' Page 2 of2 Specimen After Testing

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

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