ML19030A997

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 11-19
ML19030A997
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: ML19030A997 (9)
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{{#Wiki_filter: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 t11 fl Test Date: 1/27/2014 1/11 }ill Reviewed By: Allen Cottingham tnftc Review Date:....;.1;...:/3'-"0;..:;/2;.;.0...;..14-'-------- (-oXJ.-1 1..\\ Comments: Specimen Prior to Testing ("MP-105 L3-5-BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-11 of 91 Sample No.: L3-5 BH Boring No.: MP-105 Run. No.: N/A Sample Depth (ft): 82.7-83.3 Page 2 of 2 Specimen After Testing ("MP-105 L3-5-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 11!111 Test Date: _1_12_7/_2_01_4 ___ ----'1'+/=3/ / Jlf Reviewed By: Allen Cottingham 1"1:\\Z' Review Date: 1/30/2014 '/11/ I~ Rock Type Moisture Condition Specimen Diameter, (in) Specimen Length, (in) Length/Diameter Ratio Specimen Conforms with Dimensional Requirements? As-Tested Unit Weight, (pet) 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 'iii .eo I I I I I I Sample No.: L3-7 BH Boring No.: MP-105 Run. No.: N/A Sample Depth (ft): 138.1-138.9 Page 1 of 2 (See boring log) Laboratory Air-Dry 1.77 4.16 2.4 No 111 ~({?'I f/t?y 90 4 6,800 Shear 8,230,000 0.19 I I I ui -4,000 ~ V> iii ~

  • 3,000
  • 2,000

-1.000 I I ~-- I '7 r I ~ I --Average Adjusted Axial I Strain (infin) I 1/ 1 --Average Adjusted 1 Lateral Strain (in/in) I 0 0.0020 0.0010 LatoraiStraln (+],(In/In) 0.0000 -0.0010 -o.oo20 Axial Strain [ * ],[In/In) -0.0030 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 PI Specimen did not meet Side Strightness 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.2-12 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 111 ~ Test Date: -"1/~27 .;.;../2;::.:0;,;.,14 ..;___ ___ __:/..!...,;}5/ / )ll Reviewed By: Allen Cottingham /'lflrC Review Date: 1/30/2014 Ho*l'i Comments: Specimen Prior to Testing ("MP-105 L3-7-BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-13 of 91 Sample No.: L3-7 BH Boring No.: MP-105 Run. No.: N/A Sample Depth (ft): 138.1-138.9 Page 2 of 2 Specimen After Testing ("MP-105 L3-7-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 I'll Ji Test Date:....;1.;.c;;/2;.;..7/;.:;2""-01'-'4-----'-'w/31JJII Reviewed By: Allen Cottingham jYIAi Review Date: 1/30/2014 v~Hq Rock Type Sample No.: L3-9 BH Boring No.: MP-105 Run. No.: N/A Sample Depth (ft): 186.6-187.2 Page 1 of 2 (See boring log) Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 1.77 Specimen Length, (in) 3.85 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No'11 As-Tested Unit Weight, (pcf) ~I (.(, JIM Loading Rate (lb/sec) 90 Test Duration to Failure, (min) 7 Uniaxial Compressive Strength, (psi) 13,100 Type of Break Shear Young's Modulus, (psi) 9,880,000 Poisson's Ratio 0.25 I ~ I i/ lr/lf 1--i----1~ I

--Average Adjusted Axiat l i

Strain (in/in) --Average Adjusted I Lateral Strain (infln) I 0.0000 .0.001 0

  • 0.0020 Axial S1raln (. ], (lnnn)
  • 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 t* l Specimen did not meet 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.2-14 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 t1t I! Test Date:....c1.;.;:/2.c.;.7:..:.;/2c:..0..:..14-'-------'-i'/'""" 3/ /i~ Reviewed By: Allen Cottingham

rr~

Review Date: 1/30/2014 lt"3o* 1~ Comments: Specimen Prior to Testing ("MP-105 L3-9-BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-15 of 91 Sample No.: L3-9 BH Boring No.: MP-105 Run. No.: N/A Sample Depth (ft): 186.6-187.2 Page 2 of 2 Specimen After Testing ("MP-105 L3-9-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 tit[~ Test Date: _1-'-'12.;...;6'-12-'0_14 _ '+-' ~1t/llf Reviewed By: Allen Cottingham Mt Review Date: 1/30/2014 "" *' ~~ Rock Type Moisture Condition Specimen Diameter, (in) Specimen Length, (in) Length/Diameter Ratio Specimen Conforms with Dimensional Requirements? Sample No.: L3-19 BH Boring No.: MP-111 Run. No.: N/A Sample Depth (ft): 118.9-119.5 Page 1 of2 (See boring log) Laboratory Air-Dry 2.39 5.47 2.3 No PI As-Tested Unit Weight, (pcf) ~*" ( (.. 7 J"(jJ. ~ E; ~ ~ -6.000 -5.000 -4,000 -3,000

  • 2,000

-1,000 0 0.0020 Comments: Loading Rate (lblsec) Test Duration to Failure, (min) Uniaxial Compressive Strength, (psi) Type of Break Young's Modulus, (psi) Poisson's Ratio I I } / I I I I I i I i ~I I / 0.0010 0.0000 -().0010 Lateral Strain [ + ], (In/In) 160 4.7 5,690 Shear 6,240,000 0.19 I --Average Adjusted Axial ~ 1 Strain (in(on) --Average Adjusted I Lateral Strain (iMn) 1 I -o.0020 Axial Slraln [ - ]. (in/In) -().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 Ill Specimen did not meet Side Straightness, End Perpendicularity, End Flatness and End Parallelism 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.2-16 of 91 1-

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 Ml? Test Date:...:1.:.:=/2:..:6.:..::/2:..:0....:.1..:...4 ____ ___,t'f-{..a"51{1t{ Reviewed By: Allen Cottingham f(\\~ Review Date: 1/30/2014 ,. n - 1~ ~~~~---------- Comments: Specimen Prior to Testing ("MP-111 L3-19 BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2*-17 of 91 Sample No.: L3-19 BH Boring No.: MP-111 Run. No.: N/A Sample Depth (ft): 118.9-119.5 Page 2 of 2 Specimen After Testing ("MP-111 L3-19 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 ~ 11-Test Date:...:1.:..:/2:..:.6.:..:/2:..:.0-'-14.:_ ___ -'l+'/3lLJI/14 Reviewed By: Allen Cottingham r>> Review Date: 1/30/2014 t.)l*l~ 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 -4,500 -4,000 -3,500 I I ) i Sample No.: L3-24 BH Boring No.: MP-115 Run. No.: N/A Sample Depth (ft): 69.4-70.6 Page 1 of 2 (See boring log) Laboratory Air-Dry 2.40 5.33 2.2 Not1l ~ I~~ f/CtJ.- 160 v 3.3 4,210 Shear 5,270,000 0.18 I -3,000 -2,500 .e ~

  • 2,000 HJ I

I 1-r Cl) 1i ~ -1,500 -1,000 -500 I I I I I I 1/ _ _J -- Average Adjusted Axial Strain (infln) I I Average Adjusted Lateral Strain (infln) I 0 0.0020 0.0010 0.0000 -0.0010 -0.0020 Axial Slraln ( - ), (in/In) -0.0030 Lolcral Slraln (+),(In/In) Comments: Young's Modulus and Poisson's Ratio determined using linear leasl-sguares or 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 Pl 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.2-18 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 Mit Test Date:...:1.:..:/2:..::6.:..:/2:..::0.:..14:..._ ____..1/rbt/itt Reviewed By: Allen Cottingham 1 Jl\\~ Review Date: 1/30/2014 \\J)OJI<{ Comments: Specimen Prior to Testing ("MP-115 L3-24 BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-19 of 91 Sample No.: L3-24 BH Boring No.: MP-115 Run. No.: N/A Sample Depth (ft): 69.4-70.6 Page 2 of 2 Specimen After Testing ("MP-115 LJ-24 BH after test.jpg"):}}

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