ML18003B031
| 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) | |
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"):