ML18003B028

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 06 Pages G.2-50 Thru G.2-59
ML18003B028
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: ML18003B028 (10)
v • d • e


Text

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 Nul Test Date: -'1.:..:/2"-'0-'-'/2'-'0--'-1-'-4--------'tt/'-'1t/;l(

Reviewed By: Allen Cottingham

("'lf'IZ Review Date: 1/27/2014 1*'?1*11-/

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Specimen Conforms with Dimensional Requirements?

Sample No.: L7-8 BCH Boring No.: MP-207 Run. No.: N/A Sample Depth (ft): 122.2-122.9 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.37 5.43 2.3 No 111 As-Tested Unit Weight, (pcf)

~ (c.,q flO*"

...s b

~

Loading Rate (lb/sec) 130 v

Test Duration to Failure, (min) 8.3 Uniaxial Compressive Strength, (psi) 9,020 Type of Break Columnar Young's Modulus, (psi) 10,470,000 Poisson's Ratio See Note A

-3,500

-3,000

-2,500 I \\

I I I

_L I

~

-2.000

~-

-1,500

-1.000 I

I I

I I

I I

-500 I

I i *-Average Adjusted Axial I

Strain (in/in)

(__

I I

I 1*--Adj. Channel #4 1

Circum. Strain (in/in) 0 0.0020 Comments:

0.0010 Lateral Strain [ + ], (In/In) 0.0000

-0.0010

-0.0020 Axial Strain [ * ], (lnnn)

Young's Modulus and Poisson's Ratio determined using linear least-squares of stress-strain data from 10% to 30%

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

<*I Specimen did not meet End Perpendicularity. End Flatness and End Parallelism requirements of ASTM 04543-08. Authorization to proceed with test received from John Damm.

Note A: Not enough readings to gel a reliable value.

  • 0.0030 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-50 of 91

arne 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 Uti/

Test Date:....;.1;.::/2-"0/..oo2..:..01-'-4'---------'-//1/h Reviewed By: Allen Cottingham

/t'l~

Review Date: 1/27/2014 t-1.1*1~

Comments:

Specimen Prior to Testing

("MP-207 L7-8 BCH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-51 of 91 Sample No.: L7-8 BCH Boring No.: MP-207 Run. No.: N/A Sample Depth (ft): 122.2-122.9 Page 2 of2 Specimen After Testing

("MP-207 L7-8 BCH 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 litH Test Date: __;1.:..:12:..:6.:..:12:..:0..:...14-'-----,-------!.I.J /c.=.:31,/l'}

Reviewed By: Allen Cottingham fll~{.

Review Date: 113012014 v>l-1~

Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

LengthiDiameter Ratio Sample No.: LJ-53 BH Boring No.: MP-219A Run. No.: NIA Sample Depth (ft): 199.1-200.1 Page 1 of 2 (See boring log)

Laboratory Air-Dry 2.40 5.56 2.3 Specimen Conforms with Dimensional Requirements?

Nol,l As-Tested Unit Weight, (pcf)_

+ee-:r t (p a te~

Loading Rate (lblsec) 160 Test Duration to Failure, (min) 5 Uniaxial Compressive Strength, (psi) 6,240 Type of Break Columnar Young's Modulus, (psi) 4,980,000 Poisson's Ratio 0.20

-7.000

-6,000 I

I I

/

-5,000

-4,000

~-

~ e iii

-3.000

~

-2,000 I_

h/1 I

I I

~ I I

i

!--Average Adjusted Axial i

-1.000 I

Strain (in/in) f-I(

I

!--Average Adjusted Lateral Strain (infln)

I 0

0.0020 0.0010 0.0000

-0.0010

-0.0020 Axial Strain ( *], (In/In)

-0.0030 Lateral Strain ( + ], (In/In)

Comments:

Young's Modulus and Poisson's Ratio determined using linear least-sguares 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 111 Specimen did not meet Side Straightness, End Perpendiculairty and End Flatness requirements of ASTM 04542 Authorization to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-52 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 mlf Test Date: -:1;..;./2;.;;.6/'""2-'-0.;....14_--:------'/'-'-'bt/Jif Reviewed By: Allen Cottingham X'~

Review Date: 1/30/2014 l-ou* I~

Comments:

Specimen Prior to Testing

("MP-219A L3-53 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-53 of 91 Sample No.: L3-53 BH Boring No.: MP-219A Run. No.: N/A Sample Depth (ft): 199.1-200.1 Page 2 of2 Specimen After Testing

("MP-219A L3-53 BH after test.jpg"):

a me Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression ASTM 07012*10 Project Name: Clinch River SM R Project Number: 6468*13-1072 Sample No.: L2-35-BH Boring No.: MP-220 Run. No.: N/A Sample Depth (ft): 74.0'-74.6' Tested By: Mike Hamilton It et/

Test Date: 1/8/2014 a/1(1'(

Reviewed By: Allen Cottingham rtte Review Date: -'1.:..:/2:...;.1.:..:

/2:..:.0..:..14..:...... _____ 1*1 *tV Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.38 Specimen Length, (in) 5.36 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements?

No 1' 1 As-Tested Unit Weight, (pcf)

.MHt.T I ~'1 f1C{,

Loading Rate (lb/sec) 130 v

Test Duration to Failure, (min) 6.7 Uniaxial Compressive Strength, (psi) 6,640 Type of Break Shear Young's Modulus, (psi) 2,290,000 Poisson's Ratio 0.21

-7,000

  • 6.000

-5,000

-4,000 1-------r---~r---r-----------r-------

.2:

vi..

~

(I)...

~

-3,000 I"

-2,000

-1,000 --

0 0.0020 0.0010 Lateral Straln I+], (lnlln)

Comments:

0.0000

-0.0010

--Average Adjusted Axial Strain (infln)

Average Adjusted 1

Lateral Strain (in/in)

  • 0.0020 Axlal Strain I * ], (ln/ln)

-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 parallelism requirements of ASTM 04543-08. Authorizatior to proceed with test received from John Damm.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-54 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 f(lt!it-Test Date:....;1.:...:/8.:...:/2::..::0..:..14-=------- 1 {'Zz{l'<

Reviewed By: Allen Cottingham

~

ReviewDate: 1/21/2014 t ~-vt - *1\\

Specimen Prior to Testing

("MP-220 L2-35 BH before test (2).jpg"):

Comments:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-55 of 91 Sample No.: L2-35-BH Boring No.: MP-220 Run. No.: N/A Sample Depth (ft): 74.0'-74.6' Page 2 of2 Specimen After Testing

("MP-220 L2-35 BH after test (3).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 fl4j/

Test Date: _1'-/2"""6/_2-'-01_4 ____ --'l"-"/tJ/itf Reviewed By: Allen Cottingham

.~

Review Date: 1/30/2014 1- }o-tY Rock Type Moisture Condition Specimen Diameter, (in)

Specimen Length, (in)

Length/Diameter Ratio Sample No.: L3-56 BH Boring No.: MP-222 Run. No.: N/A Sample Depth (ft): 66.0-67.3 Page 1 of 2 (See boring log)

  • Laboratory Air-Dry 2.40 5.34 2.2 Specimen Conforms with Dimensional Requirements?

Yes E;

~..

~

  • S.OOO

-7,000 --

-6,000

-5.000

-4,000

-3,000

-2,000

-1,000 0

0.0020 Comments:

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

~\\ I

\\ I

\\

\\

I I

\\

I I

i I

y 0.0010 0.0000

.Q.0010 Lateral Strain 1 +], (In/In)

~

~~.~ ftl-160 v

5.7 7,910 Shear 1,730,000

  • 0.25 I

L -

I A'

!/

I I

7 1/

I

/

1

-t

--Average Adjusted Axial Strain (infln)

I I --Average Adjusted I

Lateral Strain (infln)

I

.Q.0020

.Q.0030

-0.0040

-0.0050 Axial Strain 1 -], (In/In]

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 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-56 of 91

ame -

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

/ltl/

Test Date:....:1.:..:/2:.:.6:.::/2~01.:...4:.__ ____

.!.J//~~ /Jtf Reviewed By: Allen Cottingham II\\~

Review Date: 1/30/2014 1"}1*1~

Comments:

Specimen Prior to Testing

("MP-222 L3-56 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-57 of 91 Sample No.: L3-56 BH Boring No.: MP-222 Run. No.: N/A Sample Depth (ft): 66.0-67.3 Page 2 of 2 Specimen After Testing

("MP-222 L3-56 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 Sample No.: L7-11 BH Boring No.: MP-402 Run. No.: N/A Sample Depth (ft): 52.1-53.2 Tested By: Mike Hamilton pl.ll '

Test Date: _1_12_01_2_01_4 ____

---<L/'~1/JII Reviewed By: Allen Cottingham

('<<-

Review Date: 1/27/2014

,.,, - t~

Page 1 of 2 Rock Type (See boring log)

Moisture Condition Laboratory Air-Dry Specimen Diameter, (in) 2.40 Specimen Length, (In) 5.62 Length/Diameter Ratio 2.3 Specimen Conforms with Dimensional Requirements?

No 111 As-Tested Unit Weight, (pcf)

~ ns fJ(Y.

Loading Rate (lb/sec) 130 Test Duration to Failure, (min) 22 Uniaxial Compressive Strength, (psi) 32,540 Type of Break complete break Young's Modulus, (psi) 11,540,000 Poisson's Ratio 0.27

-18,000 I

-16,000

-14,000

/

~

E;

~

~

  • 12,000

-10,000

.a.ooo

-6,000

-4,000 --

-2,000 0

0.0020 Comments:

I I 0.0010 Lateral Strain (+), (In/in) f

-I- -I I

I I

I I

I v I

0.0000

-0.0010 I

I

~ -- Average Adjusted Axj;r Strain (In/in)

~--Average Adjusted

~

Lateral Strain (lnnn)

-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 15% to 35%

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 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.2-58 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 il'll-/

Test Date: 1/20/2014 lbl/14 Reviewed By: Allen Cottingham

,.,n Review Date: 1/27/2014 l

  • jl-1~

Comments:

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

Specimen Prior to Testing

("MP-402 L7-11 BH before test.jpg"):

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.2-59 of 91 Sample No.: L7-11 BH Boring No.: MP-402 Run. No.: N/A Sample Depth (ft): 52.1-53.2 Page 2 of 2 Specimen After Testing

("MP-402 L7-11 BH after test (2).jpg"):

Retrieved from "https://kanterella.com/w/index.php?title=ML18003B028&oldid=5049410"