ML18003B030

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 08 Pages G.2-70 Thru G.2-79
ML18003B030
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: ML18003B030 (10)
v • d • e


Text

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-20 BH Project Number: 6468-13-1072 Boring No.: MP-410 Run. No.: N/A Tested By: Mike Hamilton lttH Sample Depth (ft): 67.4-67.9 Test Date: . .:.1:. : /2;.:;0/c.: o20.:. 1:. . ;4_ _ __ -Sf lja~/l'l Reviewed By: Allen Cottingham .,.,/tC Review Date: 1/27/2014 1-~1-1'1 Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Alr-Dry Specimen Diameter,Jin) 2.39 Specimen Length, (in) 5.04 Length/Diameter Ratio 2.1 Specimen Conforms with Dimensional Requirements? No 11 l As-Tested Unit Weight, (pcf) 1it6:"l I (gO jJeJ.- ~

Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 3 Uniaxial Compressive Strength, (psi) 4,000 Type of Break Shear on plane Young's Modulus, (psi) 1,930,000 Poisson's Ratio 0.26

-4,500

\

-4.000 -

\

-3.500

~

\ :I

-3.000 I

I I

-2.500

~

~ \ _l

/

IJ)

-2.000 i-

~

\  !

\I

-1,500 7 l

  • 1,000

\ - - AdJ. Channel #2 Axial Strain (in/in)

I I

-500 1-

- - Adj. Channel #4

[ Circum . Strain (in/in) 0 0.0020 0.0010 0.0000 .0.0010 .0.0020 -0.0030 lateral Strain ( + ], (In/In) 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 posilive . Load direction wilh respect to li!hology; Vertical (I ) Specimen did not meet side straightness, end perpendicularity, and end flatness requirements of ASTM 04543-08. Aulhorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-70 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No .: L7-20 BH Project Number: 6468-13-1072 Boring No .: MP-410 Run. No.: N/A Tested By: Mike Hamilton ,.-~d Sample Depth (ft) : 67.4-67.9 Test Date: 1/20/2014

~~~~----------

//1tPlf Reviewed By: Allen Cottingham 1"111-c Review Date: 1/27/2014 l*ll

  • l~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-410 L7-20 BH before test.jpg"): ("MP-410 L7-20 BH after test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-71 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-23 BH Project Number: 6468*13-1072 Boring No.: MP-410 Run. No.: N/A Tested By: Mike Hamilton MH Sample Depth (ft): 166.0-167.0 Test Date : ...:1=2/...:4:..:/2:..:.0..;..13=--------=-'t.:.

/!ljtlf Reviewed By: Allen Cottingham flo/It Review Date: 1/29/2014 -"l*?*t'\ Page 1 of 2 Rock Type (See boring Jog)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (In) 2.40 Specimen Length, (in) 5.39 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No 111 As-Tested Unit Weight, (pcf) -%T-:9- I (of} ~J Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 4.3 Uniaxial Compressive Strength, (psi) 6,960 Type of Break Shear Young's Modulus, (psi) 5,950,000 Poisson's Ratio 0.25

-8.000 I

\

  • 7.000

~

-6,000

\

I'

  • 5,000

.e

.; -4,000 I I I

.b C/) I I

iO I

l

-3,000

~

I 7

-2,000 - ---

I j - - Average Adjusted Axial I Strain (infln) 1-(

-1.000

~ -- Average Adjusted I Lateral Strain (lnfln) 1 0

0.0020 0.0010 0.0000 -0.0010 -0. 00 20 -0.0030 Lateral Strain [ + J, (In/in) Axial Stroln! * ), (ln fln)

Comments :

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

of the uniaxial compressive strength (data points used are indicated on the fig ure above).

Axial Strain is negative; Lateral Strain is positive. Load direction with respect to lithology: Vertical

<*I Specime n did not meet End Perpendicularity and end flatness reguiremenls of ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-72 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L7-23 BH Project Number: 6468-13-1072 Boring No.: MP-410 Run . No.: N/A Tested By: Mike Hamilton m,tl Sample Depth (ft): 166.0-167.0 Test Date : 12/4/2013 lbi/Jl{

Reviewed By: Allen Cottingham l(lrst, Review Date :

\~Vl*l'l 1/29/2014 Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-410 L7-23 BH before test.jpg"): ("MP-410 L7-23 BH after test.jpg"):

Comments :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-73 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name: Clinch River SMR Sample No.: L7-19 BH Project Number: 6468-13-1072 Boring No.: MP-412 Run. No. : N/A Tested By: Mike Hamilton  !>>l'l Sample Depth (ft): 166.4-166.9 l/11} /l(

Test Date: ...:.1:.=/2:..:;1/:.=2..:..01;...:4'---------'f Reviewed By: Allen Cottingham l""z, Review Date: _1.;./2_9..;../2_0_1_4_ _ _ _ _ _ ~_,_,~ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, {in) 2.39 Specimen Length, (in) 5.32 Length/Diameter Ratio 2.2 Specimen Conforms with Dimensional Requirements? No rl As-Tested Unit Weight, (pcf) ~ 1~7 /:t>.1- ~

Loading Rate (lb/sec) 160 v Test Duration to Failure, (min) 6 Uniaxial Compressive Strength, (psi) 7,990 Type of Break Columnar Young's Modulus, (psi) 3,150,000 Poisson's Ratio 0.21 r--------:--------:--------,------ --:-------,

I

-9,000 I

-8.000 ~------~==;:;;:::::---t------~-------r------- 1

-7.000 1- - - j - - - \ --\- ! - - - - ! - - - - -!: ---_ _c--,

-6,000 1--+--------+.- \\ -i----1--t-----+--- I /

/

~/_;___

\ /v

-5,000 l- - - - - - - + - - - - - -----1r-- - - - - - - l - - - - - - - - - + --7--- - - - -l

l- --r--l---~~------~- / 1

-2.ooo 1-------i-i------~-t'-l*------..,._-/'---.---_._------,- l

-- Average Adjusted Axial

-1,000

i~+---/

/ I

---/'-r-1---~~ -- Average Strain (infln)

Adjusted ,_

Lateral Strain (infln) I oL---------~'----------lL---L~--------~==

0.0020 0.0010 0.0000 -0.0010

==========:=J

-0.0020 -0.0030 Latoral Strain I+], fin/In) Axial Strain 1-], (In/In)

Comments :

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 60% to 80%

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 Side Strightness, 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.2-74-of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No. : L7-19 BH Project Number: 6468-13-1072 Boring No.: MP-412 Run. No.: N/A Tested By: Mike Hamilton rt~lf Sample Depth (ft): 166.4-166.9 Test Date : ....;1,;,:/2o..;,1;.;:;/2~0..;....14'------Y I /c..:.;1/~~

Reviewed By: Allen Cottingham ,.,., ..

Review Date : 1/29/2014 1- 1/1

  • 111 Page 2 of 2 .

Specimen Prior to Testing Specimen After Testing

("MP-412 L7-19 BH before test.jpg") : ("MP-412 L7-19 BH after test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-75 of 91

ame Elastic Modu li of Intact Rock Core Specimens in Uniaxi al Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-66 BH Project Number: 6468-13-1072 Boring No.: MP-415 Run. No.: N/~

Tested By: Mike Hamilton MLJ Sample Depth (ft): 133.9-134.9 I ("(tptf Test Date : 1/26/2014 Reviewed By: Allen Cottingham Review Date : ....:1.:.:/3:..:0.:.:

/2:..:0_:1_:4_ _ _ _ __ Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (in) 5.50 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements? No"'

As-Tested Unit Weight, (pcf) -468-:1"" I (.lJ JfW Loading Rate (lb/sec) 160 "

Test Duration to Failure, (min) 6.3 Uniaxial Compressive Strength, (psi) 12,340 Type of Break Complete Break Young's Modulus, (psi) 8,270,000 Poisson's Ratio 0.26

-14,000 , - - - - - - - - : - - - - - . . . , .,- - - - - - , - , ----..-------.

- 12,000 ---

I 1- -t--- --\1- -//- ---t- --1

\

. I v 1

-10,000 -+------t-

  • ~ ~

-6.000

~-

I I

---\,H;-;-/I----+-1-- '--~~~~~1~n~~~usted 1

~.~ t -- - - . . _ _ __ _

'I -l Axial I jf--

-2.000 1- - Average Adjusted

! Lateral Strain (in/in) o L---------0 .0010 0.0020 ----------0.0000 ~---------0.00------~===

10 =========-0.0030

-0.0020 ~

Lateral Strain [ + ). (In/In) Axial Strain [ -], (In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squares ol 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 Flatness requirements ol ASTM 04543-08. Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-76 of 91

ame Elastic Modul i of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinc h River SMR Sample No.: L3-66 BH Project Number: 6468-13-1072 Boring No.: MP-415 Run. No.: N/A Tested By: Mike Hamilton 111 Ji Sample Depth (ft) : 133.9-134.9 Test Date : 1/26/2014 //?1/Jif Reviewed By: Allen Cottingham  !("~

Review Date : 1/30/2014 1 * "11

  • 1~ Page 2 of 2

~~~--------------

Specimen Prior to Testing Specimen After Testing

("MP-415 L3-66 BH before test.jpg"): ("MP-415 L3-66 BH after test (3).jpg") :

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-77 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SMR Sample No.: L3-69 BH Project Number: 6468-13-1072 Boring No. : MP-416 Run. No.: N/A Tested By: Mike Hamilton ntA Sample Depth (ft): 179.2-180.6 Test Date: 1/26/2014 1/~1{Jtf Reviewed By: Allen Cottingham I'~

Review Date: 1/30/2014 t-31-l't 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? No 11 l As-Tested Unit Weight, (pet) ~ f(pq f/<<J I~

1/

Loading Rate (lb/sec) 160 Test Duration to Failure, (min) 7 Uniaxial Compressive Strength, (psi) 13,400 Type of Break Columnar Young's Modulus, (psi) 10,200,000 Poisson's Ratio 0.43

-9,000 I I I

I

-8,000

-7,000

~-\ I r----- ~--- -

\ I

-6,000 I I j

-5,000 s "

I I

~

~ -4,000 1G

~

-3,000

-~ -

I

-2,000 I -  !- -

I

~---

- - Average Adjusted Axial I

_j Strain (innn)

-1 ,000 If I - - Average Adjusted

'-- Lateral Strain (infln) 0 I

0.0020 0.0010 0.0000 -0 .0010 -o.0020 -0.0030 Lateral Strain [+], (In/In) Axial Strain ( - ], (In/I n)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-squa re s of stress-strain data from 20% to 40%

of lhe uniaxial compressive strength (data points used are indica ted on the figure above).

Axial Strai n is negative; Lateral Strain is positive . Load direction with respecl to lithology: Vertical (1) Specimen did not meet End Fla tness 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.2-78 of 91

ame Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012-10 Project Name : Clinch River SMR Sample No.: L3-69 BH Project Number: 6468-13-1072 Boring No.: MP-416 Run. No.: NIA Tested By: Mike Hamilton itrU Sample Depth (ft): 179.2-180.6 Test Date: ..:1.:..:12.:..:6.:..:12'-:-0-'-14'--,--------'-'-'

'/3//IIl Reviewed By: Allen Cottingham ~

Review Date: 113012014 1-111 -1~ Page 2 of 2 Specimen Prior to Testing Specimen After Testing

("MP-416 L3-69 BH before test.jpg"): ("MP-416 L3-69 BH after test.jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-79 of 91

Retrieved from "https://kanterella.com/w/index.php?title=ML18003B030&oldid=2536372"