ML18003B023
| ML18003B023 | |
| 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: ML18003B023 (10) | |
Text
{{#Wiki_filter:APPENDIX G.2-Unconfined Compression with Stress/Strain Test Results Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-1 of 91 No Change for Rev. 4
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 Test Date: _1,.::21:...4::..:/2::..:0,-:1..:.3...,.-...,.----- Reviewed By: Allen Cottingham Review Date:..:1::..:/2::..:1::..:/2:..:0:..:1..:.4 _____ _ Itt lill" t/f1114 rMc. 1 - ~1 - 1'4 Rock Type Moisture Condition Specimen Diameter, (in) Specimen Length, (in) Length/Diameter Ratio Sample No.: L 1-7-BCH Boring No.: MP-101 Run. No.: N/A Sample Depth (ft): 216.4-217.6 Page 1 of 2 (See boring log) laboratory Air-Dry 2.39 4.72 2.0 Specimen Conforms with Dimensional Requirements? No 111 'ii.e 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 -8,000 ~ (/) ~ -6,000 -4,000 _____ __..,- -2,000 --Average Adjusted Axial Strain (In/in) --Average Adjusted Lateral Strain (in/in) 0~-----------------------L------------------------------------~ 0.0020 0.0010 Lateral Strain 1 + 1. (In/In) Comments: 0.0000 .Q.0010 .Q.0020 Axial Strain 1 -], {In/In) .0.0030 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 1'1 Specimen 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
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 )!\\ {:\\\\- 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 '\\ Specimen Prior to Testing ("MP-101 L1*7 BCH before test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-3 of 91 Sample No.: L 1*7-BCH Boring No.: MP-101 Run. No.: N/A Sample Depth (ft): 216.4-217.6 Page 2 of2 Specimen After Testing ("MP-101 L 1-7 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 Sample No.: L1 BCH Boring No.: MP-101 Run. No.: N/A Sample Depth (ft): 302.3-303.3 Tested By: Mike Hamilton Mt"lf 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--------:--------:--------:----------------,
- .s
- f 1:
C/1 ~ -9.000 -8,000 -7,000 *--- -- -6,000 -5,000 -4,000 -3.000 1--------- -2.000 -1,000 - 0 0.0020 00010 Lateral Strain ( + ], (lrtlln) Comments: 0.0000 -0.0010 --Average Adjusted Axial Strain (In/in) --Average Adjusted Laleral Strain (in/in) -0.0020 Axial Strain [-], (In/In) -0.0030 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 1'1 Specimen 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
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:trlt 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 Specimen Prior to Testing ("MP-1 01 L 1-10 BCH before test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-5 of 91 Sample No.: L 1-10-BCH Boring No.: MP-1 01 Run. No.: N/A Sample Depth (ft): 302.3-303.3 Page 2 of 2 Specimen After Testing ("MP-101 L 1-10 after test.jpg"):
amec 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 Test Date: 10/23/2013 Reviewed By: Allen Cottingham ntt:£1 l{tZ-{Il..( Review Date: -'1-'-/2_1.;../2....;0....;1_4 _____ _ ffA:: 1 - 1.1
- 1~
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.: L 1-13-BCH Boring No.: MP-101 Run. No.: N/A Sample Depth (ft}: 451.4-452.4 Page 1 of2 (See boring log} Laboratory Air-Dry 2.39 5.22 2.2 Not11 ~110~ 100 v 5.7 6,100 Columnar 4,820,000 0.30 I. -7,000 --------------~------...,..---------------, ~.000 ----- -5,000 1---- -4,000 l rn -3,000 ~ -2,000 ---- -1,000 --Average Adjusted Axial 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 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 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
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 meJ.! Test Date: 10/23/2013 ,fu.{ll.f Reviewed By: Allen Cottingham ~ Review Date: ~1.:.:/2::.;1.:.:/2::.;0:...:1~4 ______ ' -~t - tlj Specimen Prior to Testing ("MP-101 L 1*13 Before Test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-7 of 91 Sample No.: L 1-13-BCH Boring No.: MP-101 Run. No.: N/A Sample Depth (ft): 451.4-452.4 Page 2 of 2 Specimen After Testing ("MP-101 L 1*13 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 Test Date: 1/26/2014 Reviewed By: Allen Cottingham nul 1/11" I( '/'WI l-l *l~ Review Date: --'1-'--/3'-'0-'-/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 -6.000 -s.ooo I I I r l I -4,000
- .s Sample No.
- L3*3 BH Boring No.
- MP-103 Run. No.: N/A Sample Depth (ft): 163.5-164.3 Page 1 of 2 (See boring log)
Laboratory Air-D_ry_ 2.40 5.36 2.2 No 111 ~l"B fltfr 160 II 4.7 4,950 Shear on Planes 1,920,000 0.11 '/ li
- 3,000
~ ~ -2,000 I / I -1,000 I I I --Average Adjusted Axial y Strain (infln) I -- Average Adjusted I Lateral Strain (lnfln) I I 0 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 Strain 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
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 tttfl Test Date: 1/26/2014 1/),jJI( Reviewed By: Allen Cottingham ~.h:.. Review Date: :....:1~/3;.;:0::.:/2:..:0:....:1....:4 _______ l-3o.-ltl Comments: Specimen Prior to Testing ("MP-103 L3-3 BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-9 of 91 Sample No.: L3-3 BH Boring No.: MP-103 Run. No.: N/A Sample Depth (ft): 163.5-164.3 Page 2 of 2 Specimen After Testing ("MP-1 03 L3-3 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: 6468-13-1 072 Tested By: Mike Hamilton Test Date: 1/27/2014 ~~~~~~~~ Reviewed By: Allen Cottingham Review Date:....:1:...:/3:..::0:...:/2:..::0..:...14.:..._ ____ _ 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 -7,000 -6,000 -5.000 I I I L I -4,000 s .;; g -3.000 U)... ~ l f i I
- j I
-2,000 -1,000 I I Sample No.: L3-5 BH Boring No.: MP-1 05 Run. No.: N/A Sample Depth (ft): 82.7-83.3 Page 1 of 2 (See boring log) Laboratory Air-Dry 1.77 4.10 2.3 No ttl --tee:+- I (, W fft). 90 y 3.7 6,700 Columnar 10,510,000 0.32 I I I I I i I ~ --Average Adjusted Axial Strain (in/in) Average Adjusted Lateral Strain (in/in) L I 0 0.0020 0.0010 0.0000 .0.0010 .0.0020 Axial Strain [* I. (In/In) .0.0030 Lateral Strain [+),(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 (data 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}}