ML19030A997
| 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) | |
Text
{{#Wiki_filter: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: 6468-13-1072 Boring No. : MP-105 Run. No.: N/A Tested By: Mike Hamilton t11 fl Sample Depth (ft) : 82.7-83.3 Test Date: 1/27/2014 1/11 }ill Reviewed By: Allen Cottingham tnftc Review Date: ....;.1;...:/3'-"0;..:;/2;.;.0...;..14-'-------- ( - oXJ.-1 1..\ Page 2 of 2 Specimen Prior to Testing Specimen After Testing ("MP-105 L3-5-BH before test.jpg") : ("MP-105 L3-5-BH after test.jpg"): Comments : Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-11 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3-7 BH Project Number: 6468-13*1 072 Boring No.: MP-105 Run. No.: N/A Tested By: Mike Hamilton 11!111 Sample Depth (ft): 138.1-138.9 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~ Page 1 of 2 Rock Type (See boring log) Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 1.77 Specimen Length, (in) 4.16 Length/Diameter Ratio 2.4 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pet) Loading Rate (lb/sec)
~({?'I 90
.f/t?y Test Duration to Failure, (min) 4 Uniaxial Compressive Strength, (psi) 6,800 Type of Break Shear Young's Modulus, (psi) 8,230,000 Poisson's Ratio 0.19
*8.000
-7,000 I I I
-6,000 I
I I I
-5.000
'iii
.eo I I I
ui -4,000 - - -- 7 I
~
V> iii
~ *3,000 I ~--
*2,000 r
~ -
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- -Average Adjusted Axial
-1.000 I I I Strain (infin) 1/
1- - Average Adjusted 1 Lateral Strain (in/in) I 0 0.0020 0.0010 0.0000 -0.0010 -o.oo20 -0.0030 LatoraiStraln (+],(In/In) Axial Strain [ * ],[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 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
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-7 BH Project Number: 6468-13-1072 Boring No.: MP-105 Run. No.: N/A Tested By: Mike Hamilton 111 ~ Sample Depth (ft): 138.1-138.9 Test Date : -" 1/~27.;.;../2;::.:0;,;.,14..;____ _ ___:/..!...,;
}5/ / )ll Reviewed By: Allen Cottingham /'lflrC Review Date: 1/30/2014 Ho*l'i Page 2 of 2 Specimen Prior to Testing Specimen After Testing
("MP-105 L3-7-BH before test.jpg") : ("MP-105 L3-7-BH after test.jpg"): Comments : Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-13 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-9 BH Project Number: 6468-13-1072 Boring No.: MP-105 Run. No.: N/A Tested By: Mike Hamilton I'll Ji Sample Depth (ft): 186.6-187.2 Test Date: ....;1.;.c;;/2;.;..7/;.:;2""-01'-'4-----'-'w/31JJII Reviewed By: Allen Cottingham jYIAi Review Date : 1/30/2014 v~Hq Page 1 of 2 Rock Type (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 lr/lf Loading Rate (lb/sec) Test Duration to Failure, (min) 90 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 i
- - - Average Adjusted Axiat l I
Strain (in/in) , I 1--i----1~ I - -Average Adjusted Lateral Strain (infln) 0.0000 .0.001 0 *0.0020 *0.0030 Axial S1raln (. ], (lnnn) Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-stra in 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
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-9 BH Project Number: 6468-13-1072 Boring No.: MP-105 Run. No.: N/A Tested By: Mike Hamilton t1t I! Sample Depth (ft): 186.6-187.2 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 ~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing ("MP-105 L3-9-BH before test.jpg") : ("MP-105 L3-9-BH after test.jpg") : Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-15 of 91
ame Elastic Modul i of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L3-19 BH Project Number: 6468-13-1072 Boring No.: MP-111 Run. No.: N/A Tested By: Mike Hamilton tit[~ Sample Depth (ft): 118.9-119.5 Test Date: _1-'-' _ _ _ _ _'+-' 12.;...;6'-12-'0_14 ~1t/llf Reviewed By: Allen Cottingham Mt Review Date: 1/30/2014 "" *'~~ Page 1 of2 Rock Type (See boring log) Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.47 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No PI As-Tested Unit Weight, (pcf) ~*" ((.. 7 J"(jJ. 1-Loading Rate (lblsec) Test Duration to Failure, (min) 160 4.7 ' Uniaxial Compressive Strength, (psi) 5,690 Type of Break Shear Young's Modulus, (psi) 6,240,000 Poisson's Ratio 0.19
-6.000
/I
-5.000 I I
}
I
-4,000 I
~
I I I E;
.; -3,000 '
i I i
~
~
*2,000
~I - - Average Adjusted Axial ~
/ I
-1,000 1 Strain (in(on)
- - Average Adjusted I
. Lateral Stra in (iMn) 1 I
0 0 .0020 0.0010 0.0000 -().0010 -o.0020 -().0030 Lateral Strain [ + ], (In/I n) Ax ial Slral n [ - ]. (in/I n) Comments : Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain da ta from 40% to 60% of the uniaxial compressive strength (data points used are indicated on the figure above). Axia l Strain is negative; La teral Strain is positive. Load direc tion with respect to lithology: Vertical Il l Specimen did not meet Side Stra ightness, End Perpendicularity, End Flatness and End Parallelism requirements of ASTM 0 4543-08. Authorization to proceed with test received from John Damm. Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-16 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-19 BH Project Number: 6468-13-1072 Boring No.: MP-111 Run. No. : N/A Tested By: Mike Hamilton Ml? Sample Depth (ft): 118.9-119.5 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~ Page 2 of 2
~~~~----------
Specimen Prior to Testing Specimen After Testing ("MP-111 L3-19 BH before test.jpg"): ("MP-111 L3-19 BH after test.jpg") : Comments : Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2*-17 of 91
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch Rive r SMR Sample No.: L3-24 BH Project Number: 6468-13-1 072 Boring No.: MP-115 Run. No.: N/A Tested By: Mike Hamilton ~ 11- Sample Depth (ft): 69.4-70.6 Test Date : ...:1.:..:
/2:..:.6.:..:
/2:..:.
0-'-14.:__ _ _-'l+'/3lLJI/14 Reviewed By: Allen Cottingham r>> Review Date: 1/30/2014 t.)l*l~ Page 1 of 2 Rock Type (See boring log) Moisture Condition Laboratory Air-Dry Specimen Diameter, (In) 2.40 Specimen Length, (in) 5.33 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? Not1l As-Tested Unit Weight, (pcf) ~ I~~ f/CtJ.- Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 3.3 Uniaxial Compressive Strength, (psi) 4,210 Type of Break Shear Young's Modulus, (psi) 5,270,000 Poisson's Ratio 0.18
-4,500
-4,000 I ...... I
-3,500 I
)
HJ
-3,000 i 1-
;; -2,500 I
.e
~
Cl)
*2,000 I
1i
~
I r
-1 ,500 I
I 1/ __J
-1,000 I I I
- - Average Adjusted Axial Strain (infln)
I
-500 '-
I - Average Adjusted Lateral Strain (infln) I 0 0.0020 0.0010 0.0000 -0.0010 -0.0020 -0.0030 Lolcral Slraln (+),(In/In) Axial 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 Stra in 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
ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compressi on ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-24 BH Project Number: 6468-13-1072 Boring No.: MP-115 Run. No.: N/A Tested By: Mike Hamilton Mit Sample Depth (ft): 69.4-70.6 Test Date : ...:1.:..:/2:..::6.:..:/2:..::0.:..14:...__ _ _ _..1/rbt/itt Reviewed By: Allen Cottingham 1 Jl\~ Review Date : 1/30/2014 \ J)O JI<{ Page 2 of 2 Specimen Prior to Testing Specimen After Testing ("MP-115 L3-24 BH before test.jpg") : ("MP-115 LJ-24 BH after test.jpg"): Comments: Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-19 of 91}}