ML18003B032
| ML18003B032 | |
| 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: ML18003B032 (4) | |
Text
a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compress ion ASTM 07012*10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton l'llt/
Test Date: _1_12_1'--12_0_14 ____
-'+
!f_..~I/JL{
Reviewed By: Allen Cottingham (lPrt Review Date: 1/29/2014 Vll*ll\\
Rock Type Moisture Condition Specimen Diameter, (in)
Specimen Length, (in)
Length/Diameter Ratio Sample No.: L7-27 H Boring No.: MP-421 Run. No.: N/A Sample Depth (ft): 225.6*226.2 Page 1 of2 (See boring log)
Laboratory Air-Dry 2.39 5.14 2.2 Specimen Conforms with Dimensional Requirements?
No<11 Yi.s
"' g V>
~
~
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
-14,000
-12,000
-10.000
- 8,000 -
I
- 6,000 ---,-
-4,000
- 2,000 0
0.0020 0.0010 0.0000 Lateral Strain ( + ),(In/In)
Comments:
.0.0010
~ t'15/tJ..-
160 t/
10.7 21,790 Columnar 11,290,000 0.30
1
--Average Adjusted Axial Strain (in/in)
--Average Adjusted Lateral Strain (in!ln)
.().0020 Axial Strain ( - ), (In/In]
- 0.0030 Young's Modulus and Poisson's Ratio determined using linear least-squares or stress-strain data from 30% to 50%
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 P> Specimen did not meet end flatness requirements or ASTM 04543-08. Authorization to proceed with test received from John Damm.
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-88 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 I11H Test Date: 1/21/2014 llH/11-l Reviewed By: Allen Cottingham rr\\lt(
Review Date:_1'-/2_9'-/2_0_14 _______ 1 -t. 1 Comments:
Specimen Prior to Testing
("MP-421 L7-27 H before test.jpg"):
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-89 of 91 Sample No.: L7-27 H Boring No.: MP-421 Run. No.: N/A Sample Depth (ft): 225.6-226.2 Page 2 of 2 Specimen After Testing
("MP-421 L7-27 H after test.jpg"):
a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*1 0 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton mil Test Date: _1_12_1'-12_0_14 ____
_,1'+1~
1t/JI.(
Reviewed By: Allen Cottingham r
(~'ftC Review Date: 1/29/2014 1*11* 1~
Rock Type Moisture Condition Specimen Diameter, (in)
Specimen Length, (in)
Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?
Sample No.: L7-31 BH Boring No.: MP-423 Run. No.: N/A Sample Depth (ft): 81.5-82.5 Page 1 of 2 (See boring Jog)
Laboratory Air-Dry 2.37 4.98 2.1 No 111 As-Tested Unit Weight, (pcf)
~l(;ip ~~
.e f!
u;
~
Loading Rate (lb/sec)
Test Duration to Failure, (min)
Uniaxial Compressive Strength, (psi)_
Type of Break Young's Modulus, (psi)
Poisson's Ratio
-8.000
- 7.000
-6.000
-5.000
-4,000
-3,000
-2.000
-1,000 0
1.000 0.0010 0.0000
-0.0010
-0.0020 Lateral Strain (+), (In/In)
Comments:
-0.0030 160 4.7 6,960 Columnar 1,620,000 0.16
-- Average Adjusted Axial Strain (in/in)
--Average Adjusted Lateral Strain (in/in)
-0.0040 Axial Strain ( - ), (In/In)
Young's Modulus and Poisson's Ratio determined using linear least-sguares or stress-strain data from 40% to 60%
or the uniaxial compressive strenglh (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 Flatness requirements or ASTM 04543-08. Authorization to proceed with test received from John Damm.
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-90 of 91
-0.0050
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 h1 /!
Test Date:....:1:..::/2:..:.1 :..::12:.::.0..:...14.:__ ____
~
1/..L!
~ ljltJ Reviewed By: Allen Cottingham
"~
Review Date: 1/29/2014
!"?I-tt{
Comments:
Specimen Prior to Testing
("MP-423 L7-31 BH before test.jpg"):
Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-91 of 91 Sample No.: L7-31 BH Boring No.: MP-423 Run. No.: N/A Sample Depth (ft): 81.5-82.5 Page 2 of2 Specimen After Testing
("MP-423 L7-31 BH after test (2).jpg"):