ML18003B030

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Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix G.2 Unconfin Compress Stress-Strain Part 08 Pages G.2-70 Thru G.2-79
ML18003B030
Person / Time
Site: Clinch River
Issue date: 12/15/2017
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
Download: ML18003B030 (10)
v • d • e


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 lttH Test Date:...:.1:..::/2;.:;0/c.::o20.:..1:....;4 ____

-Sf lja~/l'l Reviewed By: Allen Cottingham

.,.,/tC Review Date: 1/27/2014 1-~1-1'1 Rock Type Moisture Condition Specimen Diameter,Jin)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L7-20 BH Boring No.: MP-410 Run. No.: N/A Sample Depth (ft): 67.4-67.9 Page 1 of 2 (See boring log)

Laboratory Alr-Dry 2.39 5.04 2.1 No 11l As-Tested Unit Weight, (pcf) 1it6:"l I (gO jJeJ.- ~

~

~

IJ)

~

Loading Rate (lb/sec) 160 v

Test Duration to Failure, (min) 3 Uniaxial Compressive Strength, (psi) 4,000 Type of Break Shear on plane Young's Modulus, (psi) 1,930,000 Poisson's Ratio 0.26

-4,500

-4.000

-3.500

\\

-3.000

-2.500

-2.000

-1,500

  • 1,000

-500

\\

~

\\

I

I I

i-

\\

_l I

\\

/

\\I 7

\\

--AdJ. Channel #2 I

l Axial Strain (in/in) 1-I

--Adj. Channel #4

[

Circum. Strain (in/in) 0 0.0020 0.0010 0.0000

.0.0010

.0.0020 Axial Strain (-], (In/In]

-0.0030 lateral Strain ( + ], (In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 30% to 60%

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

Axial Strain Is negative; Lateral Strain is posilive.

Load direction wilh respect to li!hology; Vertical (I ) Specimen did not meet side straightness, end perpendicularity, and end flatness requirements of ASTM 04543-08. Aulhorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-70 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

,.-~d Test Date: 1/20/2014

//1tPlf

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

Reviewed By: Allen Cottingham 1"111-c Review Date: 1/27/2014 l*ll

  • l~

Comments:

Specimen Prior to Testing

("MP-410 L7-20 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-71 of 91 Sample No.: L7-20 BH Boring No.: MP-410 Run. No.: N/A Sample Depth (ft): 67.4-67.9 Page 2 of 2 Specimen After Testing

("MP-410 L7-20 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 MH Test Date:...:1=2/...:4:..:/2:..:.0..;..13=--------=-'t.:./!ljtlf Reviewed By: Allen Cottingham flo/It Review Date: 1/29/2014

-"l*?*t'\\

Rock Type Moisture Condition Specimen Diameter, (In)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L7-23 BH Boring No.: MP-410 Run. No.: N/A Sample Depth (ft): 166.0-167.0 Page 1 of 2 (See boring Jog)

Laboratory Air-Dry 2.40 5.39 2.2 Specimen Conforms with Dimensional Requirements?

No 111

.e

.b C/)

iO

~

-8.000

  • 7.000

-6,000

  • 5,000

-4,000

-3,000

-2,000

-1.000 0

0.0020 Comments:

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

\\

I

\\

I I

I l

I I 7

I -,

(

0.0010 0.0000 Lateral Strain [ + J, (In/in)

I

~

I'

-0.0010

-%T-:9-I (of} ~J 160 v

4.3 6,960 Shear 5,950,000 0.25 I

j --Average Adjusted Axial I Strain (infln) 1-

~ -- Average Adjusted I

Lateral Strain (lnfln) 1

-0.0020 Axial Stroln! * ), (lnfln)

-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

<*I Specimen did not meet End Perpendicularity and end flatness reguiremenls of ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-72 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 m,tl Test Date: 12/4/2013 lbi/Jl{

Reviewed By: Allen Cottingham l(lrst, Review Date: 1/29/2014

\\~Vl

  • l'l Comments:

Specimen Prior to Testing

("MP-410 L7-23 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-73 of 91 Sample No.: L7-23 BH Boring No.: MP-410 Run. No.: N/A Sample Depth (ft): 166.0-167.0 Page 2 of 2 Specimen After Testing

("MP-410 L7-23 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

!>>l'l Test Date:...:.1:.=/2:..:;1/:.=2..:..01;...:4'---------'fl/11} /l(

Reviewed By: Allen Cottingham l""z, Review Date: _1.;./2_9..;../2_0_1_4 ______ ~_,_,~

Rock Type Sample No.: L7-19 BH Boring No.: MP-412 Run. No.: N/A Sample Depth (ft): 166.4-166.9 Page 1 of 2 (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, {in) 2.39 Specimen Length, (in) 5.32 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements?

No rl As-Tested Unit Weight, (pcf)

~

1~7 /:t>.1- ~

Loading Rate (lb/sec) 160 v

Test Duration to Failure, (min) 6 Uniaxial Compressive Strength, (psi) 7,990 Type of Break Columnar Young's Modulus, (psi) 3,150,000 Poisson's Ratio 0.21

-9,000 r--------:--------:--------,--------:-------,

I I

-8.000

~------~==;:;;:::::---t------~-------r------- 1

-7.000 1---j---\\ --\\-!----!-----!:---__

c--,

\\

I

/

-6,000 1--+--------+.-\\ -i----1 --t-----+---

/

~/_;___

-5,000 l-------+----------1r--------l---------+--7-------l

\\

/v

l---r--l ---~~------~- /

1

-2.ooo 1-------i-i------~-t'-l*------..,._-/'---.---_._------,- l

/

I-- Average Adjusted Axial Strain (infln)

i~+---/

---/'-r-1---~~ -- Average Adjusted Lateral Strain (infln) I oL---------~'----------lL---L~--------~============:=J

-1,000 0.0020 0.0010 0.0000 Latoral Strain I+], fin/In)

Comments:

-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 60% to 80%

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 t*l Specimen did not meet Side Strightness, 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.2-74-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 rt~lf Test Date:....;1,;,:/2o..;,1;.;:;/2~0..;....14'------Y I /c..:.;1/~~

Reviewed By: Allen Cottingham Review Date: 1/29/2014 1-1/1

  • 111 Comments:

Specimen Prior to Testing

("MP-412 L7-19 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-75 of 91 Sample No.: L7-19 BH Boring No.: MP-412 Run. No.: N/A Sample Depth (ft): 166.4-166.9 Page 2 of 2.

Specimen After Testing

("MP-412 L7-19 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 Test Date: 1/26/2014 Reviewed By: Allen Cottingham MLJ I ("(tptf Review Date:....:1.:.:/3:..:0.:.:/2:..:0_:1_:4 _____ _

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.: L3-66 BH Boring No.: MP-415 Run. No.: N/~

Sample Depth (ft): 133.9-134.9 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.50 2.3 No"'

-468-:1"" I (.lJ JfW 160 6.3 12,340 Complete Break 8,270,000 0.26

-14,000,--------:-----...,.,------,-

-12,000 ---

I

-10,000 1--t-----\\1- -+------t-1-//----t---1

\\

v

  • ~

I

~ --

~ -

~.~

\\ I

'I

-l --~~~~~1~n~~~usted Axial I

-2.000 t----..___ __ ---H-,;;-/----+-1-- '

f--

-6.000 I I 1

1--Average Adjusted j

Lateral Strain (in/in) o L-------------------~--------------~============~

0.0020 0.0010 Lateral Strain [ + ). (In/In)

Comments:

0.0000

-0.00 10

-0.0020 Axial Strain [ -], (In/In)

Young's Modulus and Poisson's Ratio determined using linear least-squares ol 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 Flatness requirements ol ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-76 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 111 Ji Test Date: 1/26/2014

//?1 /Jif Reviewed By: Allen Cottingham

!("~

Review Date: 1/30/2014 1 * "11

  • 1~

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

Comments:

Specimen Prior to Testing

("MP-415 L3-66 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-77 of 91 Sample No.: L3-66 BH Boring No.: MP-415 Run. No.: N/A Sample Depth (ft): 133.9-134.9 Page 2 of 2 Specimen After Testing

("MP-415 L3-66 BH 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 Tested By: Mike Hamilton ntA Test Date: 1/26/2014 1/~1{Jtf Reviewed By: Allen Cottingham I'~

Review Date: 1/30/2014 t-31-l't

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

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L3-69 BH Boring No.: MP-416 Run. No.: N/A Sample Depth (ft): 179.2-180.6 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.33 2.2 No 11l As-Tested Unit Weight, (pet)

~

f(pq f/<<J Loading Rate (lb/sec) 160 1/

Test Duration to Failure, (min) 7 Uniaxial Compressive Strength, (psi) 13,400 Type of Break Columnar Young's Modulus, (psi) 10,200,000 Poisson's Ratio 0.43

-9,000

-8,000

-7,000

-6,000

-5,000 s

~

~

-4,000

~

-3,000 I

I I

~-\\

I r-----

~---

I I

\\

I I

I j

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-~

- 1G I

I I~

-2,000 I

~---

-- Average Adjusted Axial I

-1,000 0

0.0020 Comments:

I If I

0.0010 0.0000 Lateral Strain [+], (In/In)

-0.0010 Strain (innn)

--Average Adjusted _j Lateral Strain (infln)

-o.0020 Axial Strain ( - ], (In/In)

-0.0030 Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 20% to 40%

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

Axial Strain is negative; Lateral Strain is positive.

Load direction with respecl to lithology: Vertical (1) 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.2-78 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 itrU Test Date:..:1.:..:12.:..:6.:..:12'-:-0-'-14'--,--------'-'-'

'/3//IIl Reviewed By: Allen Cottingham

~

Review Date: 113012014 1-111 -1~

Comments:

Specimen Prior to Testing

("MP-416 L3-69 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-79 of 91 Sample No.: L3-69 BH Boring No.: MP-416 Run. No.: NIA Sample Depth (ft): 179.2-180.6 Page 2 of 2 Specimen After Testing

("MP-416 L3-69 BH after test.jpg"):

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