ML18003B026

From kanterella
Jump to navigation Jump to search
Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix G.2 Unconfin Compress Stress-Strain Part 04 Pages G.2-30 Thru G.2-39
ML18003B026
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: ML18003B026 (10)
v • d • e


Text

{{#Wiki_filter:a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 0701 2-10 Project Name: Clinch River SMR Project Number: 6468-13-1072 Tested By: Mike Hamilton Test Date: 12/4/2013 1'1-t'lt

  • In/ II(

('1"(/v; Reviewed By: Allen Cottingham Review Date:....:1.:..:/2:...:.1.:..: /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 -6,000 --- -4,000 r: I>

  • 3.000 U)

~

  • 2,000 Sample No.: L1 BCH Boring No.: MP-202 Run. No.: N/A Sample Depth (ft): 58.0-58.6 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.39 5.36 2.2 No 111 ~1 68 g-1-.J 130 v 6 5,880 Shear 2,560,000 0.18 --Average Adjusted Axial S!rain (in/in) --Average Adjusted Lateral Slrain (In/in) oL---~----------~--------------------~====~ 0.0005 0.0000 .{).0005

  • 0.0010

.{).0015 .{).0020 .{).0025 .{).0030 .{).0035

  • 0.0040 Lateral Strain I+ ), (In/In)

Axial Strain I

  • J, (In/In)

Comments: Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 50% to 70% 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 1*1 Specimen did nol meet end perpendicularity and end flatness requirements or ASTM 0 4543-08. Authorization tc proceed with lest received from John Davie. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-30 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 otti?U: Test Date: -'1-"2/'-4-"/2-"0,;.,13.:;,_______ 1/'Z."tf,~f Reviewed By; Allen Cottingham NGJt,. Review Date: 1/21/2014 1 ~1.\\

  • l't Specimen Prior to Testing

("MP-101 L 1-17 BCH before test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-31 of 91 Sample No.: L 1-17-BCH Boring No.: MP-202 Run. No.: N/A Sample Depth (ft): 58.0-58.6 Page 2 of 2 Specimen After Testing ("MP-1 01 L 1-17 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: 12/19/2013 Reviewed By: Allen Cottingham Review Date:...:1...:/2:..:1...:/2:..:0...:1...:4 _____ _ ..-.tl\\ l{t't{ltt fiWz: j - -z.f - 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 Sample No.: L 1-24-BCH Boring No.: MP-202 Run. No.: N/A Sample Depth (ft): 161.7-163.3 Page 1 of 2 (See boring log} Laboratory Air-Dry 2.39 5.75 2.4 Nol*J 1-&T:6-I '8 Jt6,:J-130 (/ 5 3,130 Shear 930,000 0.03 -3.500,...------------------------::-------:----------, ...e ~

a

~

  • 3.000

r

  • 1,000 --1---+---

--+ --Average Adjusted Axial Strain (in/in) --Average Adjusted Lateral Strain (in/in) aL-L---------~~--------------------~~~~~~~ 0.0000 ..0.0005 ..0.0015 .0.0020 .0.0025 .0.0030 ..0.0035

  • 0.0040

.0.0045 Lateral Strain 1 + ), (lnnn) Axial Strain [.),(In/In) Comments: Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 30% 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 PJ Specimen did not meet end perpendicularity and end flatness of ASTM 04543-08. Authorization to proceed witt-test received from John Damm. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-32 of 91 J

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: 12/19/2013 dnf*Lf Reviewed By: Allen Cottingham ~ Review Date:...:1.:.::/2:...:1.:.::/2:..:0...:1...:.4 ______ 1 -1.1-1 ~ Specimen Prior to Testing ("MP-101 L 1-24 BCH before test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-33 of 91 Sample No.: L 1-24-BCH Boring No.: MP-202 Run. No.: N/A Sample Depth (ft): 161.7-163.3 Page 2 of2 Specimen After Testing ("MP-101 L 1-24 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*1 072 Tested By: Mike Hamilton ltl!fff Test Date: 12/19/2013 1/11-{11.( r4Jc Reviewed By: Allen Cottingham Review Date: 1/21/2014 ~~~~----------------- *-*1*14 Rock Type Moisture Condition Specimen Diameter, {in) Specimen Length, {in) Length/Diameter Ratio Sample No.: L 1*31-BCH Boring No.: MP-202 Run. No.: N/A Sample Depth (ft): 327.7-328.8 Page 1 of 2 (See boring log) Laboratory Air-Dry 2.39 5.48 2.3 Specimen Conforms with Dimensional Requirements? No 11l ~ ~., ~ 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 -3,000 -2,500 -2,000 -1,500 -1,000 -500 0 0.0020 0.0010 0.0000 Lateral Strain ( + ], (in/In) Comments: -{).0010 1-6&.-a-I ~(p )f6cJ, 130 v 3.7 4,040 Shear and conical 5,700,000 0.10 --Average Adjusted Axial Strain (infln) --Average Adjusted Lateral Strain (infln) -0.0020 Axial Strain ( * ], (innn) -0.0030 Young's Modulus and Poisson's Ratio determined using linear least-sguares of stress-strain data from 30% 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 of ASTM 04543-08. Authorization to proceed with test received from John Damm. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-34 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: 12/19/2013 Reviewed By: Allen Cottingham Review Date:....:1~ /2::..:1~/2::.:0:...:1...;4 _____ _ Specimen Prior to Testing ("MP-101 L 1-31 BCH before test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-35 of 91 h'rptl- ,;-tt/11-1 lf(;l-c 1* z_l - tl{ Sample No.: L 1-31-BCH Boring No.: MP-202 Run. No.: N/A Sample Depth (ft): 327.7-328.8 Page 2 of 2 Specimen After Testing ("MP-101 L 1-31 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 mil. Test Date: 1/20/2014 , IJL}I lf Reviewed By: Allen Cottingham t 1"1~ Review Date: _1.;../2_7.;../2.;..0:...1_4 ______ 1. ~1-114 Rock Type Moisture Condition Specimen Diameter, (in) Specimen Length, (in) Length/Diameter Ratio Sample No.: L7-1 BH Boring No.: MP-203 Run. No.: N/A Sample Depth (ft): 70.6-71.1 Page 1 of 2 (See boring log) Laboratory Air-Dry 2.39 4.78 2.0 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) ~ L 7G.If{;j, ~ Loading Rate (lb/sec) 130 Test Duration to Failure, (min) 5 Uniaxial Compressive Strength, (psi) 6,350 Type of Break Columnar Young's Modulus, (psi) 2,360,000 Poisson's Ratio 0.14 -7,000 r--------:--------:---------------------......., 1-t---------1--

  • 6.000

-5,000 --- -3,000 ---- -2,000 -1,000 -- Average Adjusted Axial Strain (in(Jn) -- Average Adjusted Lateral Strain (infln) ____ :__:____) 0 L---------------------------'---L------------------------------~ 0.0020 0.0010 La1eral S1raln [+],(in/In) Comments: 0.0000 .0.0010 -0.0020 Axial Siraln [ *], (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 Side Straightness, 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.2-36 of 91

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Project Number: 6468-13-1 072 Tested By: Mike Hamilton t!:!ll: Test Date: -'1'-- 12.:..:01-"'-20"'-1-'4 ____ L.J./.}-";I'+'/Jtl Reviewed By: Allen Cottingham tf\\M Review Date: -'1--'12o...7-'-12-'-0'-'1--'4_______ t* ~~.I if Comments: Specimen Prior to Testing ("MP-203 L7-1 BH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-37 of 91 Sample No.: L7-1 BH Boring No.: MP-203 Run. No.: NIA Sample Depth (ft): 70.6-71.1 Page 2 of 2 Specimen After Testing ("MP-203 L7-1 BH after test (2).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 ,. tf Test Date:...:.1:.:::/2:.:;0:..::/2:.:;0..:...14'---------'-1, /11/Jtl Reviewed By: Allen Cottingham C'\\~ Review Date: 1/27/2014 1..*)*11-t Rock Type Moisture Condition Specimen Diameter, (in) Specimen Length, (in) Length/Diameter Ratio Specimen Conforms with Dimensional Requirements? Sample No.: L7-2 BCH Boring No.: MP-203 Run. No.: N/A Sample Depth (ft): 98.9-99.9 Page 1 of2 (See boring log) Laboratory Air-Dry 2.39 5.27 2.2 Nol As-Tested Unit Weight, (pet) 1-6!t.'O ( b q.IJ6-.> 6 Loading Rate (lb/sec) 130 v Test Duration to Failure, (min) 7.3 Uniaxial Compressive Strength, (psi) 9,320 Type of Break Columnar Young's Modulus, (psi) 5,010,000 Poisson's Ratio 0.19 -10,000 r-------'"'l',-------:---------:--------:-------.., -9,000 1-------1-------+------l, ______ -l-------1 ( j -6,000 1-------+----+-+-------t--------+---~"---*--

  • 7,000 1---1-------\\\\--+-*--1----1-/- /-/--1

-G.ooo 1--------t------l--t--------+------- ~ -r--------1 -5.000 1-------+-----+ +--------t-----/- -'L.---+-------1 -4,000 1-------+------:f+-------t------:-:;.,._--t-----;,---l I I i -3,000 1-------+- i -------\\+------+---1'------+------1 -2.000 1---------' 1 '--------17, ------y --1--: I ~-A~erage Adjusted Axial ~ 1 Strain (*nfln) -1.ooo ---------+--------t-----/-.......,""*r*- -- Average Adjusted I Lateral Strain (infln) o L-------~--------~--~~~L-----==~======~ 0.0020 0.0010 Lateral Strain [ + ], (lnlln) Comments: 0.0000

  • O.OOtO

-0.0020 Axial Strain [- ], (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 <*l 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.2-38 of 91

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 ht J.l Test Date:...:1.:.;:/2:.:0:..: /2:.:.0.:..14:.__ _ _ __ 4!)=! 11/11{ Reviewed By: Allen Cottingham ..-.1\\-( Review Date: 1/27/2014 1 * )1*1~ Comments: Specimen Prior to Testing ("MP-203 L7-2 BCH before test.jpg"): Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-39 of 91 Sample No.: L7-2 BCH Boring No.: MP-203 Run. No.: N/A Sample Depth (ft): 98.9-99.9 Page 2 of 2 Specimen After Testing ("MP-203 L7*2 BCH after test (2).jpg"):}}

Retrieved from "https://kanterella.com/w/index.php?title=ML18003B026&oldid=5049412"