ML18003B031

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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 09 Pages G.2-80 Thru G.2-87
ML18003B031
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: ML18003B031 (8)
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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 tJA 1-1 Test Date: _1_12_6_12_0_14 _____

J...L./~l{tt(

Reviewed By: Allen Cottingham t"ftt Review Date: 1130/2014 t-*H*I ~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L3*71 BH Boring No.: MP-416 Run. No.: N/A Sample Depth (ft): 255.1-255.7 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 5.37 2.2 Specimen Conforms with Dimensional Requirements?

Yes As-Tested Unit Weight, (pcf) 1'69':T' l (, q ~

~

Loading Rate (lb/sec) 160 Test Duration to Failure, (min) 5.3 Uniaxial Compressive Strength, (psi) 9,240 Type of Break Shear Young's Modulus, (psi) 2,680,000 Poisson's Ratio 0.16

-10.000

-9.000

-8.000

-7,000

-6,000

.5

-5,000

-4,000

~

-3.000 I

I I

I

\\

J

/

I

\\I I

v I

/ I I

/

I

\\

L

~

I /

I

-2,000

/

~

I Average Adjusted Axial I-I I

-1,000 I

Strain (in/in)

I

/

i Average Adjusted r-Lateral Strain (infln)

I 0

0.0020 0.0010 0.0000

-0.0010

-o.0020

-o.0030

-0.0040 Lateral Strain ( + ],(In/In)

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).

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.2-80 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 ~

Test Date: _1_12_6_12_0_14 _____

--'-'1/'-~1/llf Reviewed By: Allen Cottingham (1'1/1(.,

Review Date: 1/30/2014 I-"'Jo-t4 Comments:

Specimen Prior to Testing

("MP-416 L3-71 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-81 of 91 Sample No.: L3-71 BH Boring No.: MP-416 Run. No.: N/A Sample Depth (ft): 255.1-255.7 Page 2 of 2 Specimen After Testing

("MP-416 L3-71 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!li-Test Date: 1/8/2014 J/1Z/IIf

~~~~~------

Reviewed By: Allen Cottingham tri>J{,_

Review Date:....:1....:/2::.;1....:/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.: L2-38-BH Boring No.: MP-419 Run. No.: N/A Sample Depth (ft): 157.1'-157.8' Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.36 2.2 NoJ

~

(6:J'f 1/1) 130 v

10.3 16,830 Columnar 12,910,000 0.35

  • 16,000,...----------------------~---------------,
  • 14,000
  • 12,000

\\-

-10,000

  • 8.000
  • 6,000

-4.000

  • 2,000 1-----

-- Average Adjusted Axial Strain (in/in)

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

0.0020 0.0010 Laloral Strain [ + ], (in/in)

Comments:

0.0000

-0.0010

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

-00030 Young's Modulus and Po1sson'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 flatness requirements of ASTM 0 4543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-82 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 jii~)J Test Date:_1_18_12_0_14 ______ 1/-"P}IIf Reviewed By: Allen Cottingham

.-fflt:

Review Date: 1/21/2014 1 ~'1.1 1 ~

Specimen Prior to Testing

("MP-419 L2*38 BH before test (2).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-83 of 91 Sample No.: L2*38-BH Boring No.: MP-419 Run. No.: N/A Sample Depth (ft): 157.1'-157.8' Page 2 of2 Specimen After Testing

("MP-419 L2*38 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

~Ell-Test Date: -:1-:-:/1_5_/2-:::0_14--:---:----- {n It I{

Reviewed By: Allen Cottingham itk Review Date: 1/21/2014 1*~\\ * ~~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L2-40-BCH Boring No.: MP-419 Run. No.: N/A Sample Depth (ft): 173.4'-174.1' Page 1 of2 (See boring log)

Laboratory Air-Dry 2.39 5.52 2.3 NottJ As-Tested Unit Weight, (pcf) 4-iU-I cPI /'/{!:.

Loading Rate (lb/sec) 130 v

Test Duration to Failure, (min) 5 Uniaxial Compressive Strength, (psi) 5,810 Type of Break Columnar Young's Modulus, (psi) 2,360,000 Poisson's Ratio 0.45

-7,000 r--------:--------------------~-------.,

.S:.. !

Ui

~

-6.000 --- ----*

-5.000 -

-4,000

-3,000

-2,000

-1.000

-- Average Adjusted Axial Strain (in/in)

-- Average Adjusted Lateral Strain (infln) 0 L-----------------~---'--------------------~

0.0020 0.0010 Lateral Strain I+ ), (In/In)

Comments:

0.0000

-0.0010

-0.0020 Axial Strain (- ), (Jniln)

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 111 Specimen did not meet side sraightness, end perpendtcularily, 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.2-84 of 91

  • 0.0030

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

~~14 Test Date: 1/15/2014 r/u/tt(

~~~~~~~~-

Reviewed By: Allen Cottingham f{'(tt Review Date: 1/21/2014

\\ *1<\\, ~"\\

Specimen Prior to Testing

("MP-419 L2-40 BCH Before test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-111.2.16 Page G.2-85 of 91 Sample No.: L2-40-BCH Boring No.: MP-419 Run. No.: N/A Sample Depth (ft): 173.4'-174.1' Page 2 of2 Specimen After Testing

("MP-419 L2-40 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 Sample No.: L7-26 BCH Boring No.: MP-421 Run. No.: N/A Sample Depth {ft}: 175.5-178.3 Tested By: Mike Hamilton WI!/

Test Date: 1/21/2014

!h;ptf Reviewed By: Allen Cottingham f'I'JC.

Review Date: 1/29/2014 1* )HI\\

_;.:.;:="-'---'-----

Page 1 of 2

~

b.

~

Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 4.91 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements?

Not'l As-Tested Unit Weight, (pcf)

~

l1CP /tJ. v Loading Rate (lb/sec) 160

(/

Test Duration to Failure, (min) 6.3 Uniaxial Compressive Strength, (psi) 12,510 Type of Break Shear Young's Modulus, (psi) 9,040,000 Poisson's Ratio 0.05

  • S:OOO r--------:--------:--------:------------- ---,

-7.000

-6.000

-5.000 -- ---

-4,000

  • 3.000

-2,000

  • 1,000

--Average Adjusted Axial Strain (infln)

--Average Adjusted Lateral Strain (infln) 0 L------------------------- '1--------------------------------------~

0.0020 0.0010 Lateral Strain [

  • I. (In/In)

Comments:

0.0000

-0.0010

-0.0020 Axial Strain [ * ], (In/I n)

-0.0030 Young's Modulus and Poisson's Ratio delermined using linear least-squares of stress-slrain data from 40% to 60%

or 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 1'1 Specimen did not meet End Perpendicularity and end flatness requirements of ASTM 04543-08. Authorization t proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-86 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 IWII Test Date:...:.1:..::/2'-"1/~2-=-01:...:4 _____

/!.1-Y~

I/JLf Reviewed By: Allen Cottingham

(\\~

Review Date: 1/29/2014 t* j(A'\\

Comments:

Specimen Prior to Testing

("MP-421 L7-26 BCH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-87 of 91 Sample No.: L7-26 BCH Boring No.: MP-421 Run. No.: N/A Sample Depth (ft): 175.5-178.3 Page 2 of 2 Specimen After Testing

("MP-421 L7-26 BCH after test.jpg"):

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