ML18003B028

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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 06 Pages G.2-50 Thru G.2-59
ML18003B028
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: ML18003B028 (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.: L7-8 BCH Project Number: 6468-13-1072 Boring No.: MP-207 Run. No.: N/A Tested By: Mike Hamilton Nul Sample Depth (ft): 122.2-122.9 Test Date: -'1.:..:/2"-'0-'-'/2'-'0--'-1-'-4--------'tt/

'-'1t/;l(

Reviewed By: Allen Cottingham ("'lf'IZ Review Date: 1/27/2014 1*'?1 *11-/ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.37 Specimen Length, (in) 5.43 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) ~ (c.,q flO*"

Loading Rate (lb/sec) 130 v Test Duration to Failure, (min) 8.3 Uniaxial Compressive Strength, (psi) 9,020 Type of Break Columnar Young's Modulus, (psi) 10,470,000 Poisson's Ratio See Note A

-3,500 I

-3,000 I \ I I _L

~

-2,500 I

.s.;;

-2.000 --- ~-

b

"'... -1,500 I

~

-1 .000 I I I I

-500 --- I I I

I I

i* -Average Adjusted Axial Strain (in/in) (__

I I 1-

  • - Adj. Channel #4 I 1 Circum. Strain (in/in) 0 '

0.0020 0.0010 0.0000 -0.0010 -0.0020 *0.0030 Lateral Strain [ + ], (In/In) Axial Strain [ * ], (lnnn)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 10% to 30%

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. End Flatness and End Parallelism requirements of ASTM 04543-08. Authorization to proceed with test recei ved from John Damm.

Note A: Not enough readings to gel a reliable value.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-50 of 91

arne Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-8 BCH Project Number: 6468-13-1072 Boring No.: MP-207 Run . No.: N/A Tested By: Mike Hamilton Uti/ Sample Depth (ft): 122.2-122.9 Test Date: ....;.1;.::/2-"0/..oo2..:..01-'-4'---------'-/ /1/h Reviewed By: Allen Cottingham /t'l ~

Review Date: 1/27/2014 t-1.1*1~ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-207 L7-8 BCH before test.jpg"): ("MP-207 L7-8 BCH after test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-51 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: LJ-53 BH Project Number: 6468-13-1072 Boring No.: MP-219A Run. No.: NIA Tested By: Mike Hamilton litH Sample Depth (ft): 199.1-200 .1 Test Date: __;1.:..:12:..:6.:..:12:..:0..:...14-'-----,-------!.I.

J/c.=.:

31,/l'}

Reviewed By: Allen Cottingham fll~{.

Review Date: 113012014 v>l-1~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.56 LengthiDiameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? Nol,l As-Tested Unit Weight, (pcf)_ +ee-:r t (p a te~

Loading Rate (lblsec) 160 Test Duration to Failure, (min) 5 Uniaxial Compressive Strength, (psi) 6,240 Type of Break Columnar Young's Modulus, (psi) 4,980,000 Poisson's Ratio 0.20

-7.000 I

-- I I

/

-6,000 h /1

-5,000 I_

-4,000 --

~-

e I

~

iii -3.000 II

~

~I

-2,000 i

-1.000 I  ! - -Average Adjusted Axial I Strain (in/in) i f-0 0.0020 0.0010 I(

0 .0000 I

-0.0010

! - -Average Adjusted Lateral Strain (infln)

-0.0020 I

-0.0030 Lateral Strai n ( + ], (In/In) Axial Strain ( *], (In/In)

Comments:

Young's Modulus and Poisson's Ra tio determined using linear least-sguares of stress-stra in data from 40% to 60%

of the uniaxial compressive strength (data poi nts used are indicated on the fig ure above).

Axial Strain is negative: Lateral Strain is positive . Load direction with respect to lithology: Vertical 111 Specimen did not meet Side Straightness, End Perpendiculairty and End Flatness requirements of ASTM 04542 Authorization to proceed with test received from John Damm .

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-52 of 91

ame Elastic Moduli of Intact Rock Core Specimens In Un iaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3-53 BH Project Number: 6468-13-1072 Boring No.: MP-219A Run. No.: N/A Tested By: Mike Hamilton mlf Sample Depth (ft) : 199.1-200 .1 Test Date: -:1;..;./2;.;;.6/'""2-'-0.;. . 1_

4 --:------'/'-'-'

bt/Jif Reviewed By: Allen Cottingham X'~

Review Date : 1/30/2014 l - ou* I~ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-219A L3-53 BH before test.jpg") : ("MP-219A L3-53 BH after test.jpg" ):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-53 of 91

ame Elastic Moduli of Intact Rock Core Specimens i n Un iaxial Compression ASTM 07012*10 Project Name : Cl inch River SM R Sample No.: L2-35-BH Project Number: 6468*13-1072 Boring No.: MP-220 Run . No.: N/A Tested By: Mike Hamilton It et/ Sample Depth (ft): 74.0'-74.6' Test Date: 1/8/2014 a/1(1'(

Reviewed By: Allen Cottingham rtte

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

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.38 Specimen Length, (in) 5.36 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No 1' 1 As-Tested Unit Weight, (pcf) .MHt.T I ~'1 f1C{,

Loading Rate (lb/sec) 130 v Test Duration to Failure, (min) 6.7 Uniaxial Compressive Strength, (psi) 6,640 Type of Break Shear Young's Modulus, (psi) 2,290,000 Poisson's Ratio 0.21

-7,000

  • 6.000

-5,000

-4,000 1-------r---~r---r-----------r-------

.2:

vi

~

(I) -3,000

~

-2,000 I"

- - Average Adjusted Axial

-1,000 -- Strain (infln)

- Average Adjusted 1 Lateral Strain (in/in) 0 0.0020 0.0010 0.0000 -0.0010 *0.0020 -0.0030 Lateral Straln I+], (lnlln) Axlal Strain I * ], (ln /l n)

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 (da ta points used are indicated on the figure above).

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

<*l Specimen did not meet end perpendicularity and end parallelism requirements of ASTM 04543-08. Authorizatior to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-54 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L2-35-BH Project Number: 6468-13-1072 Boring No.: MP-220 Run . No.: N/A Tested By: Mike Hamilton f(lt!it- Sample Depth (ft): 74.0'-74.6' Test Date: ....;1.:...:/8.:...:/2::..::0..:..14-=------- 1{'Zz{l'<

Reviewed By: Allen Cottingham ~

ReviewDate: 1/21/2014 t ~-vt - *1\ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-220 L2-35 BH before test (2).jpg"): ("MP-220 L2-35 BH after test (3).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-55 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3-56 BH Project Number: 6468-13-1072 Boring No.: MP-222 Run. No.: N/A Tested By: Mike Hamilton fl4j/ Sample Depth (ft): 66.0-67.3 Test Date: _1'-/2"""6/_2-'-01_4_ _ _ _--'l"-" /tJ/itf Reviewed By: Allen Cottingham .~

Review Date: 1/30/2014 1- }o-tY Page 1 of 2 Rock Type (See boring log)

Moisture Condition

  • Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.34 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Yes As-Tested Unit Weight, (pcf) ~ ~~.~ ftl-Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 5.7 Uniaxial Compressive Strength, (psi) 7,910 Type of Break Shear Young's Modulus, (psi) 1,730,000 Poisson's Ratio *0.25
  • S.OOO I

-7,000 --

~\

I L-

\ A'

-6,000 I I

\  !/

-5.000 I

7 E;

\

,; -4,000

..~ II I

\ 1/

-3,000

~

! I

-t

/

-2,000 I I y

- - Average Adjusted Axial i 1 Strain (infln)

-1 ,000 -

I II - - Average Adjusted Lateral Strain (infln) 0 I I 0.0020 0.0010 0.0000 .Q.0010 .Q.0020 .Q.0030 -0.0040 -0.0050 La teral Strain 1+], (In/I n) Axial Strain 1- ], (In/I n]

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 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-56 of 91

ame -

Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-56 BH Project Number: 6468-13-1072 Boring No.: MP-222 Run . No.: N/A Tested By: Mike Hamilton /ltl/ Sample Depth (ft): 66.0-67.3 Test Date: ....:1.:..:/2:.:.6:.::/2~01.:...4:.___ _ _ _ //

.!.J~~ /Jtf Reviewed By: Allen Cottingham II\~

Review Date : 1/30/2014 1"}1*1~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-222 L3-56 BH before test.jpg"): ("MP-222 L3-56 BH after test (2).jpg") :

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-57 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SMR Sample No.: L7-11 BH Project Number: 6468-13-1072 Boring No.: MP-402 Run. No.: N/A Tested By: Mike Hamilton pl.ll ' Sample Depth (ft): 52.1-53.2 Test Date: _1_12_01_2_01_4_ _ _ _---<L/'~1/JII Reviewed By: Allen Cottingham ('<<-

Review Date: 1/27/2014 ,.,, - t~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (In) 5.62 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) ~ ns fJ(Y.

Loading Rate (lb/sec) 130 Test Duration to Failure, (min) 22 Uniaxial Compressive Strength, (psi) 32,540 Type of Break complete break Young's Modulus, (psi) 11,540,000 Poisson's Ratio 0.27

-18,000 I

/

-16,000 f

-14,000 --'

-I

  • 12,000

~

E;

-10,000 *- -I-

~" .a.ooo

~ I I I I

-6,000 I I I

-- I I

-4,000

~ --Average Adjusted Axj;r v II Strain (In/in)

-2,000

~--Average Adjus ted Lateral Strain (lnnn)

~

0 0.0020 0.001 0 0.0000 -0.0010 -0.0020 -0.0030 Lateral Strain (+), (In/in) Ax ial Strain ( * }, (In/In)

Comments :

Young's Modulus and Poisson's Ratio determined using linea r least-squares of stress-strain data from 15% to 35%

of the uniaxial compressive strength {data poi nts used are indicated on the figure above).

Axial Strain is negative; Latera l Strain is positive. Load direction with res pect to lithology: Vertical 1' 1Specimen 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.2-58 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-11 BH Project Number: 6468-13-1072 Boring No.: MP-402 Run. No.: N/A Tested By: Mike Hamilton il'll-/ Sample Depth (ft): 52.1 -53.2 Test Date: 1/20/2014 lbl/14 Reviewed By: Allen Cottingham ,.,n Review Date: 1/27/2014

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

l* jl-1~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-402 L7-11 BH before test.jpg "): ("MP-402 L7-11 BH after test (2).jpg") :

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-59 of 91

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