ML19030A995
| ML19030A995 | |
| 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: ML19030A995 (10) | |
Text
{{#Wiki_filter:APPENDIX G.2- Unconfined Compression with Stress/Strain Test Results No Change for Rev. 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-1 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : L1-7-BCH Project Number: 6468-13-1072 Boring No.: MP-101 Run. No. : N/A Tested By: Mike Hamilton Itt lill" Sample Depth (ft): 216.4-217.6 Test Date: _1,.::21:...4::..:/2::..:0,-:1..:.3...,.-...,.----- t/f1114 Reviewed By: Allen Cottingham rMc. Review Date: ..:1::..:/2::..:1::..:/2:..:0:..:1..:.4_ _ _ _ __ 1 - ~1- 1'4 Page 1 of 2 Rock Type (See boring log) Moisture Condition laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 4.72 Length/Diameter Ratio 2.0 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) 46it.9' IC.1 ~ Loading Rate {lb/sec) 130 Test Duration to Failure, (min) 10.3 Uniaxial Compressive Strength, (psi) 14,880 Type of Break Columnar Young's Modulus, (psi) 13,660,000 Poisson's Ratio 0.13
-16,000 , - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - - - : - - - - - -.......
-14,000 +-
-12,000 ---
-10,000
'ii
.e,,;
~
. -8,000
(/)
~ -6,000
-4,000 _ _ _ _ _ __..,-
- -Average Adjusted Axial Strain (In/in)
-2,000
- -Average Adjusted Lateral Strain (in/in) 0~-----------------------L--------------------
0.0020 0.0010 0 .0000 .Q.0010 ----------------~
.Q.0020 .0.0030 Lateral Strain 1+ 1. (In/In) Axial Strain 1-], {In/In)
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 1' 1Specimen did not meet end perpendicularity, end parallelism, and end flatness requirements of ASTM 04543-08. Authorization to proceed with test received from John Davie. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-2 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SMR Sample No.: L 1*7-BCH Project Number: 6468-13-1072 Boring No.: MP-101 Run. No.: N/A Tested By: Mike Hamilton )!\ {:\\-
- Sample Depth (ft): 216.4-217.6 Test Date: -"1~2/-'-4/;..::2.:...01--=3_ _ ___,_ \ '-'{t,__1'-'i__,tL(
Reviewed By: Allen Cottingham f'\1'((, Review Date: ...:1.:.:/2:...:1.:.:/2:.:.0.:..14..:.__ _ _ _ _ _ l-'l.\ -1'\ Page 2 of2 Specimen Prior to Testing Specimen After Testing ("MP-101 L1*7 BCH before test.jpg"): ("MP-101 L 1-7 after test.jpg"): Comments : Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-3 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L1 BCH Project Number: 6468-13-1072 Boring No.: MP-101 Run. No.: N/A Tested By: Mike Hamilton Mt"lf Sample Depth (ft): 302.3-303.3 Test Date:_1_21_4_12_0_13_ _ _ _ _ _ t/~~~~LI Reviewed By: Allen Cottingham ol\Ol: Review Date: 1/21/2014 1 - 1.1 - ~ Page 1 of 2 Rock Type (See boring log) Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.29 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) +56* l "{, JIV.Y' Loading Rate (lb/sec) 130 Test Duration to Failure, (min) 6 Uniaxial Compressive Strength, (psi) 8,660 Type of Break Columnar Young's Modulus, (psi) 8.410,000 Poisson's Ratio 0.25
-10.000 r--------:--------:--------:------ ----------,
-9.000 -----
-8,000
-7,000 *--- -- ----
-6,000
.s
- f -5,000 1:
C/1
;:; -4,000
~
-3.000 1- - - - - - - - -
-2.000 - - Average Adjusted Axial Strain (In/in)
-1 ,000 - - - Average Adjusted Laleral Strain (in/in) 0 0.0020 00010 0.0000 -0.0010 -0.0020 -0.0030 Lateral Strain ( + ], (lrtlln) 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 1' 1Specimen did not meet end perpendicularity and end flatness requirements of ASTM 04543-08. Authorization tc proceed with test received [rom John Davie. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-4 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L 1-10-BCH Project Number: 6468-13-1072 Boring No.: MP-1 01 Run. No.: N/A Tested By: Mike Hamilton M:trlt Sample Depth (ft): 302.3-303.3 Test Date : 12/4/2013 J/-t'Z/1'1 Reviewed By: -'A""'n'-e.:..:n""c-'-o-'- tt-in_g_h_a_m_ ___, .~ Review Date: 1/2112014 ,,l-1-14 Page 2 of 2 Specimen Prior to Testing Specimen After Testing ("MP-1 01 L 1-10 BCH before test.jpg"): ("MP-101 L1-10 after test.jpg"): Comments : Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-5 of 91
amec Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L1-13-BCH Project Number: 6468-13-1072 Boring No. : MP-101 Run. No.: N/A Tested By: Mike Hamilton ntt:£1 Sample Depth (ft}: 451.4-452.4 Test Date : 10/23/2013 l{tZ-{Il..( Reviewed By: Allen Cottingham ffA:: Review Date: -'1-'- /2_1.;../2....;0....;1_4_ _ _ _ __ 1 - 1.1
- 1~ Page 1 of2 Rock Type (See boring log}
Moisture Condition Laboratory Air-Dry Specimen Diameter, (in} 2.39 Specimen Length, (in} 5.22 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Not11 As-Tested Unit Weight, (pcf) ~110~ I. Loading Rate (lb/sec} 100 v Test Duration to Failure, (min} 5.7 Uniaxial Compressive Strength, (psi} 6,100 Type of Break Columnar Young's Modulus, (psi} 4,820,000 Poisson's Ratio 0.30
-7,000 --------------~------...,..---------------,
~.000 -----
-5,000 1- - - -
-4,000 l
rn -3,000
~
-2,000 ----
- - Average Adjusted Axial
-1,000 Strain (in/in)
- - Average Adjusted Lateral Strain (In/in) 0 ~------------------------
0.0020 0.0010 ~*----------------------- 0.0000 ---------------~
-0.0010 -0.0020 -0.0030 Lalcral Strain [ + ], (h1/ln) Axial Slrain (- ), (lnlln)
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 stre ngth (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 04543-08. Authorization to proceed with test received from John Davie. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-6 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L1-13-BCH Project Number: 6468-13-1072 Boring No.: MP-101 Run. No.: N/A Tested By: Mike Hamilton meJ.! Sample Depth (ft): 451.4-452.4 Test Date: 10/23/2013 ,fu.{ll.f Reviewed By: Allen Cottingham ~ Review Date: ~1.:.:/2::.;1.:.:/2::.;0:...:1~4_ _ _ _ _ _ ' -~t - tlj Page 2 of 2 Specimen Prior to Testing Specimen After Testing ("MP-101 L1*13 Before Test.jpg"): ("MP-101 L1*13 After Test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-7 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3*3 BH Project Number: 6468-13-1072 Boring No. : MP-103 Run. No. : N/A Tested By: Mike Hamilton nul Sample Depth (ft): 163.5-164.3 Test Date: 1/26/2014 1/11" I( Reviewed By: Allen Cottingham '/'WI Review Date : --'1-'--/3'-'0-'-/2-'0__1_4_ _ _ _ __ l-l *l~ Page 1 of 2 Rock Type (See boring log) Moisture Condition Laboratory Air-D_ry_ Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.36 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) ~l"B fltfr Loading Rate (lb/sec) 160 II Test Duration to Failure, (min) 4.7 Uniaxial Compressive Strength, (psi) 4,950 Type of Break Shear on Planes Young's Modulus, (psi) 1,920,000 Poisson's Ratio 0.11
-6.000 I I I
rl
-s.ooo I
'/
li
-4,000
.s
/
~
*3,000 I
I I
~
-2,000 -- I I
y
- - Average Adjusted Axial
-1 ,000 Strain (infln) I I I
- - Average Adjusted 0
I Lateral Strain (lnfln) 0.0020 0.0010 0.0000 -0.0010 -0.0020 -0.0030 -0.0040 -0.0050 Loleral Stroln I+ J, (In/In) Axial Strain 1- J, (In/In) Comments : Young's Modulus and Poisson's Ratio determined using linear least-sguares of stress-strain data from 40% to 60% of lhe uniaxial compressive strength (data points used are indicated on the figure above). Axial Strain is negative; Lateral Stra in is positive. Load direction with respect to lithology: Vertical PI Specimen 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.2-8 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-3 BH Project Number: 6468-13-1072 Boring No.: MP-103 Run. No.: N/A Tested By: Mike Hamilton tttfl Sample Depth (ft): 163.5-164.3 Test Date: 1/26/2014 1/),jJI( Reviewed By: Allen Cottingham ~.h:.. Review Date: :....:1~/3;.;:0::.:/2:..:0:....:1....:4_ _ _ _ _ _ _ l -3o.-ltl Page 2 of 2 Specimen Prior to Testing Specimen After Testing ("MP-103 L3-3 BH before test.jpg"): ("MP-1 03 L3-3 BH after test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-9 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-5 BH Project Number: 6468-13-1 072 Boring No.: MP-1 05 Run . No.: N/A Tested By: Mike Hamilton Sample Depth (ft): 82.7-83.3 Test Date: 1/27/2014
~~~~~~~~
Reviewed By: Allen Cottingham Review Date: ....:1:...:/3:..::0:...:/2:..::0..:...14.:...__ _ _ __ Page 1 of 2 Rock Type (See boring log) Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 1.77
.specimen Length, (in) 4.10 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No ttl As-Tested Unit Weight, (pcf) --tee:+- I (, W fft).
Loading Rate (lb/sec) y 90 Test Duration to Failure, (min) 3.7 Uniaxial Compressive Strength, (psi) 6,700 Type of Break Columnar Young's Modulus, (psi) 10,510,000 Poisson's Ratio 0.32
-7,000 I
-6,000 --
I I I I L I
-5.000 I
l I I s.;;
-4,000 i f i g I I
... -3.000
- j U)
~ I
~
I
-2,000
- - Average Adjusted Axial
-1,000 -- --- Strain (in/in) L I
I
- Average Adjusted Lateral Strain (in/in) 0 0.0020 0.0010 0.0000 .0.0010 .0.0020 .0.0030 Lateral Strain [+),(In/In) Axial Strain [
- I. (In/In)
Comments: Young's Modulus and Poisson's Ratio determined using linear least-sguares of stress-strain data from 40% to 60% or the uniaxial compressive strength (da ta points used are indicated on the figure above). Axial Strain is negative; Lateral Strain is positive . Load direction with respect to lithology: Vertical t*J Specimen did not meet Side Straightness, End Perpendicularity and End Flatness requirements or ASTM 0454 ~ Authorization to proceed with test received from John Damm. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-10 of 91}}