ML19030B006
| ML19030B006 | |
| 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: ML19030B006 (10) | |
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