ML18003B036

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix G.3 Direct Shear Test Results Part 02 Pages G.3-21 Thru G.3-30

ML18003B036
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: ML18003B036 (10)

Text

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GeoTe t* g E l( P R E Client:

Project Name:

Project Location:

GTX # :

Start Date:

End Date:

Tested By:

Checked By:

Boring ID:

Sample ID :

Depth, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-21 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 3/6/2014 3/14/2014 en k C.l'\\J: ~

mpd W\\P*

MP-101 LS-2 135.20-135.47 NA After test RCN: CRP-1285.0 Page 19 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project location :

Oak Ridge, TN E X P R E S S GTX # :

301001 Test Date:

3/14/2014 Tested By:

~s<=c/

Checked Bv:

MP Boring ID:

MP-101 Sample ID:

1: t. 'S

• 2. r"'I'J. 3lL~/tf Saw cut shear plane Deeth ft:

135.2-135.6 ft.

Joint Roughness Profiles by ASTM 05607 Sliding Friction Initial Shear Surface l

~

_r

\\.. _____ -, '~

Joint Roughness Coefficient:

0-2 Sliding Friction Failure Shear Surface Normal Load:

110 psi

"--- - Tof

=

Joint Roughness Coefficient: 0-2 Sliding Friction Failure Shear Surface Normal Load :

150 psi

(

~-

Joint Roughness Coefficient: 0-2 Sliding Friction Failure Shear surface Normal Load:

200 psi

~

\\ __ _)---- -

• -*~~-.. ~

Joint Roughness Coefficient:

0-2 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient based on ASTM 05607 Figure 4.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-22 of 47 RCN: CRP-1285.0 Page 20 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN XPitlSS GTX #:

301001 Start Date:

2/ 25/2014 End Date:

3/7/2014 Tested By:

jsc -5"5 (..... J Checked By:

mpd MP Boring ID:

MP-201 Sample JD:

L5*1l Depth, rt:

28.40*28.65 Sample

Description:

NA Sliding Friction Test of Rock by ASTM 05607-08 (l)

Test Pronle I Setup Top to bottom:

Sample Prepilration:

Test Equipment:

Test Condition :

Horizontal Displacement, In/min:

Parameter Specimen Diameter Inches Specimen Length Inches Specimen Area, ln2 Specimen Weight grams Bulk Density of Specimen pcf Shear Plane Area In2 Normal Compressive Stress psi Peak Shear Stress psi Post-Peak Shear Stress _QSI Peak Friction Angle:

Peak Cohesion:

Post Peak Friction Angle:

Post Peak Cohesion:

Equipment:

Balance:

Caliper:

10k Horizontal Load Cell:

50k Horizontal Load Cell:

50k Vertical Load Cell:

lOk Vertical Load Cell:

Horl<eontal LVDT:

Vertical LVDT:

Vertical LVDI:

Vertical LVDT:

Vertical LVDT:

Notes:

steel plate I Rock Core Si!mple I steel pli!te Sample core cut to length using diamond tipped saw blade. Specimen coated with polyurethane spray. 'Hydro-Stone Super X' encapsulating compound was used to mount the specimen Into the specimen holding ring.

Load cells and LVDTs connected to data acquisition system for shear force, normal load and horizontal displacement readings.

Tested at as-received moisture and density.

0.005 Point 1 Point 2 Point 3 Point 4 PointS 2.40 2.40 2.40 3.07 3.07 3.07 4.50 4.50 4.50 584 584 584 161 161 161 5.57 5.57 5.57 100 150 200 90 100 125 61 92 121 19.3 degrees 52.4 psi 31.0 degrees 1.3 psi Serial #:

Date Next:

15606518 11/13/2014 09047598 11/6/2014 473831A 1/7/2015 236439 11/:!.3/2014 253300 11/13/2014 99440A 1/9/2015 103998 12/12/2014 DSRLVDT-1 12/12/2014 DSRLVDf-2 12/12/2014 DSRLVDT-3 12/12/2014 DSRLVDT-4 12/12/2014 (1) Deviation approved by Bechtel: Test specimens coated with polyurethane spray Initial JRC:

8-10 After Paint l JRC:

8-10 After Point 2 JRC:

6-8 Final JRC:

6*8 Actual strength pC!rCimeters may VC!ry and should be determined by an engineer for site-specific conditions.

1 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-23 of 47 RCN: CRP-1285.0 Page 21 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN EXPRESS GTX #:

301001 Start Da e:

2/ 25/2014 End Date:

3/7/ 2014 Tested By :

j sc -:fS<..-J Checked By:

mpd Mf

Boring ID:

MP-201 Sample ID:

L5-ll Depth, ft:

28.40-28.65 Sample Description :

NA Sliding Friction Test of Rock by ASTM 05607-08

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Shear $tress vs. $hear Displa,;ement I -

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el 0.000000

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0.05 0.1 0.15 0.2.

0.25 0.3 Shear Displacement, Inches Equipment; Serial #:

Date Next:

Balance:

15606518 11/ 13/ 2014 Caliper:

09047598 11/ 6/ 2014 10k Horizontal Load Cell :

473831A 1/7/2015 SOk Horizontal Load Cell :

236439 11/ 13/2014 SOk Vertical Load Cell:

253300 11/13/2014 10k Vertical Load Cell:

99440A 1/9/2015 Horizontal LVDT:

103998 12/12/2014 Vertical LVDT:

DSRLVDT-1 12/12/ 2014 Vertical LVDT:

DSRLVDT*2 12/12/2014 Vertical LVDT:

DSRLVDT-3 12/12/2014 Vertical LVDT:

DSRLVDT-4 12/12/ 2014 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-24 of 47 RCN: CRP-1285.0 Page 22 of 45

Client:

Project Name:

Project Location :

GeoTest*ng EXPRESS GTX #:

St art Date:

End Date :

Tested By:

Checked By:

Boring I D:

Sample ID :

Depth, ft:

Sample

Description:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-25 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/ 25/2014 3/ 7/2014 jsc

-:f~cJ mpd -"t\\

MP-201 LS-11 28.40* 28.65 NA Before test RCN: CRP-1285.0 Page 23 of 45

Client:

Project Name:

Project Location:

E X P R E S S GTX # :

Start Date:

End Date:

Tested By:

Checked By:

Boring ID :

Sample ID :

D~th, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-26 of 47 AMEC E&t, Inc.

Clinch River Project Oak Ridge, TN 301001 2/ 25/ 2014 3/7/2014 jsc

-">S J mpd MF1 MP* 201 LS*11 28.40-28.65 NA After test RCN: CRP-1285.0 Page 24 of 45

Client:

AMEC E&l, Inc.

Project Name:

Clinch River Project Project Location :

Oak Ridge, TN E )( P R t GTX #:

301001 Test Date:

3/7/2014 Tested 6y:

~

Checked By:

Boring ID:

MP-:HH-Z.C{ M~ l/t.f4(1" Sample 10:

LS-11 Deoth. Ft:

28.40-28.65 Joint Roughness Profiles by ASTM 05607 Sliding Friction Initial Shear Surface

\\

--~~-

-- ~..__

ebtib~*. ~r

-~

Joint Roughness Coefficient:

8-10 Sliding Friction Failure Shear Surface Normal Load:

100 psi Tc!(J : ~

e...----*-* ---._____.--~ ---*-~-~

........ -_......,....... ---,L r1offo"".~ ~ )

---

\\

Joint Roughness Coefficient:

8-10 Sliding Friction Failure Shear Surface Normal Load:

150 psi I

~*

I\\:;::"-

~--------~~*~

• -~-

" ~*--------~

• *~

--~

\\

Joint Roughness Coefficient:

6-8 Sliding Friction Failure Shear Surface Normal Load :

200 psi G.'i>t1oMir ~

\\

Joint Roughness Coefficient:

6-8 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient based on ASTM 05607 Figure 4.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-27 of 47 RCN : CRP-1285.0 Page 25 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch Rlve Project Project Location :

Oak Ridge, TN EJC RESS GTX #:

301001 Start Date:

2/25/2D14 End Date:

2/ 28/2D14 Tested By:

jsc :f'f'--

Checked By:

mpd Y'I\\.Q~

Boring ID:

MP*2Dl Sample ID :

LS-12 Depth, ft:

53.62*53.85 Sample

Description:

NA Direct Shear Test of Rock by ASTM 05607-08 (l)

Test Profile I Setup Top to bottom :

steel plate I Rock Core Sample 1 steel plate Sample Preparation:

Test Equipment:

Test Condition :

Horizontal Displacement, In/min:

Parameter Specimen Diameter Inches Specimen Length, Inches Specimen Area, I n ~

Specimen Weight, grams Bulk Denslt:t of Sf2eCimen1 J:!Cf (2)

Shear Plane Area, in2 Normal Compsessive Stress osi Peak Shear Stress psi Post-Peak Shear Stress psi Peak Friction Angle:

Peak Cohesion:

Post Peak Friction Angle:

Post Peak Cohesion:

Equipment:

Balance:

Caliper:

1Dk Horizontal Load Cell :

SDk Horizontal Load Cell :

SDk Vertical Load Cell:

1Dk Vertical Load Cell:

Horizontal LVDT:

Vertical LVDT:

Vertical LVOT:

Vertical LVDT:

Vertical LVDT:

Notes:

Sample core cut to length using diamond tipped saw blade. Specimen coated with polyurethane spray. 'Hydro-Stone Super X' encapsulating compound was used to mount the specimen Into the specimen holding ring.

Load cells and LVDTs connected to data acquisition system for shear force, norm<~l load and horizontal displacement readings.

Tested at as-received moisture and density.

D.OOS Serial# :

15606518 D9D47598 473831A 236439 Point 1 2.4D 2.47 4.51 473 162 5.45 115 239 126 NA NA NA NA Date Next:

11/13/2D14 11/6/2D14 1/7/2D15 11/13/2D14 2533DD 11/13/2D14 99440A 1/9/2D15 1D3998 12/12/2014 DSRLVDT*1 12/12/2D14 DSRLVDT-2 12/12/2D14 DSRLVDT-3 12/12/2014 DSRLVDT-4 12/12/ 2014 Point 2 NA NA NA NA NA NA NA NA NA degrees psi degrees psi Point 3 Point 4 Point 5 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA (1) Deviation approved by Bechtel: Test specimens coated with polyurethane spray (2) Specimen volume is determined with three digital caliper measurements of length and diameter. Due to the irregular shape of the specimen, the calculated volume and bulk density values may not represent actual values for the specimen.

Vertical LVOT 3, located behind the specimen, did not record data during the test.

JRC Point 1:

14-16 Actual strength parameters may vary and should be determined by an engineer for site-specific conditions.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-28 of 47 RCN : CRP-1285.0 Page 26 of 45

Client:

AMEC E&l, Jnc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E X P R E S GTX #:

301001 Start Date:

2/25/2014 End Date:

2/28/2014 Tested By:

jsc "')'s L-Checked Bv:

mpd """'~

Boring ID:

MP-201 Sample ID:

L5-12 Depth, ft:

53.62-53.85 Sample Description :

NA Direct Shear Test of Rock by ASTM 05607-08 Shear Stress ys. Shear Djsplacement I

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100 200 300

<100 Shear Displacement, Inches Normal Stress, psi 0.100 0.075 IIJ £ 0.050

.~

w c: 0.025 E

"' 0.000

"' a.

i5 -0.02.5

~ *0.050 0 z -0,075

• 0.100 Equipment:

Balance:

Caliper:

10k Horizontal Load Cell:

SOk Horizontal Load Cell:

50k Vertical Load Cell :

10k Vertical Load Cell:

Horizontal LVDT:

Vertical LVDT:

Vertical LVDT:

Vertical LVDT:

Vertical LVDT:

0 Normal Djsolacement ys. Shear Djsplacement I

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0.05 0.1 0.15 Shear Displacement, inches Serial #:

Date Next:

15606518 11/13/2014 09047598 11/6/ 2014 473831A 1/ 7/ 2015 236439 11/13/2014 253300 11/13/2014 99440A 1/9/2015 103998 12/12/2014 DSRLVDT*l 12/12/2014 DSRLVDT-2 12/12/ 2014 DSRLVDT-3 12/12/2014 DSRLVDT -4 1211;u2014 0.2 0.25 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-29 of 47 RCN: CRP-1285.0 Page 27 of 45

Client:

Project Name:

Project Location:

E X P R E S S GTX #:

Start Date:

End Date:

Tested By:

Checked By:

Boring ID :

Sample ID :

Depth, ft:

Sample

Description:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-30 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/25/2014 2/ 28/2014 jsc "5S <..

mpd M~A MP-201 L5*12 53.62*53.85 NA Before test RCN: CRP-1285.0 Page 28 of 45