ML19030B017

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 88-91

ML19030B017
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: ML19030B017 (4)

Text

ame Elastic Moduli of Intact Rock Core Specimen s in Uni axia l Compre ss ion ASTM 07012*10 Project Name: Cl inch River SMR Sample No.: L7-27 H Project Number: 6468-13-1072 Boring No.: MP-421 Run. No.: N/A Tested By: Mike Hamilton l'llt/ Sample Depth (ft) : 225.6*226.2 Test Date: _1_12_1'--

12_0_14_ _ _ _-'+ !f_..~I/JL{

Reviewed By: Allen Cottingham (lPrt Review Date: 1/29/2014 Vll*ll\ Page 1 of2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.39 Specimen Length, (in) 5.14 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requ irements? No< 11 As-Tested Unit Weight, (pcf) ~ t'15/tJ..-

Loading Rate (lb/sec) 160 t/

Test Duration to Failure, (min) 10.7 Uniaxial Compressive Strength, (psi) 21,790 Type of Break Columnar Yo ung's Modulus, (psi) 11,290,000 Poisson's Ratio 0.30

-14,000

-12,000

-10.000

• 8,000 -

Yi

.s.,;

g"'

V> *6,000 - - -

I

~

~

-4,000 - - - - - - - - - -1

- - Average Adjusted Axial

• 2,000 Strain (in/in)

- - Average Adjusted Lateral Strain (in!ln) 0 0.0020 0.0010 0.0000 .0.0010 .().0020 *0.0030 Lateral Strain ( + ),(In/In) Axial Strain ( - ), (In/In]

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares or stress-strain data from 30% to 50%

or the uniaxial compressive strength (data points used are Indicated on the figure above).

Axi al Strain is negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical P> Specimen did not meet end flatness requirements or ASTM 0454 3-08. Authoriza tion to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-88 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-27 H Project Number: 6468-13-1072 Boring No.: MP-421 Run. No.: N/A Tested By: Mike Hamilton I11H Sample Depth (ft): 225.6-226.2 Test Date: 1/21/2014 llH/11-l Reviewed By: Allen Cottingham rr\lt(

Review Date:_1'-/2_9'-/2_0_14_ _ _ _ _ _ _ 1 -t. 1 Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-421 L7-27 H before test.jpg"): ("MP-421 L7-27 H after test.jpg") :

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-89 of 91 - -

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*1 0 Project Name : Clinch River SMR Sample No.: L7-31 BH Project Number: 6468-13-1072 Boring No. : MP-423 Run. No.: N/A Tested By: Mike Hamilton mil Sample Depth (ft): 81 .5-82.5 Test Date: _1_12_1'-12_0_14_ _ _ __,1'+1~ 1t/JI.(

Reviewed By: Allen Cottingham r (~'ftC Review Date : 1/29/2014 1*11* 1~ Page 1 of 2 Rock Type (See boring Jog)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.37 Specimen Length, (in) 4.98 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) ~l(;ip ~~

Loading Rate (lb/sec) 160 Test Duration to Failure, (min) 4.7 Uniaxial Compressive Strength, (psi)_ 6,960 Type of Break Columnar Young's Modulus, (psi) 1,620,000 Poisson's Ratio 0.16

-8.000

• 7.000

-6.000

-5.000

-4,000

.e f!

u; -3,000

~

-2.000

-1 ,000

- - Average Adjusted Axial Strain (in/in) 0

- - Average Adjusted Lateral Strain (in/in) 1.000 0.0010 0.0000 -0.0010 -0.0020 -0.0030 -0.0040 -0.0050 Lateral Strain (+), (In/In) Axial Strain ( - ), (In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-sguares or stress-strain data from 40% to 60%

or the uniaxial compressive strenglh (data points used are Indicated on the figure above).

Axial Stra in is negative; Lateral Stra in is positive. Load direction with respect to lithology: Vertical 1' 1Specimen 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.2-90 of 91

ame Elastic Moduli of Intact Rock Core Specimens In Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : L7-31 BH Project Number: 6468-13-1072 Boring No.: MP-423 Run. No. : N/A Tested By: Mike Hamilton h1 /! Sample Depth (ft): 81.5-82.5 Test Date : . . :1:. : /2:. :.1:..::12:.::.0..:...14.:___ _ _ _~ ~ ljltJ 1/..L!

Reviewed By: Allen Cottingham "~

Review Date : 1/29/2014  !"?I-tt{ Page 2 of2 Specimen Prior to Testing Specimen After Testing

("MP-423 L7-31 BH before test.jpg"): ("MP-423 L7-31 BH after test (2).jpg"):

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-91 of 91