ML19030B022

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 21-30
ML19030B022
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: ML19030B022 (10)
v • d • e


Text

Client: AMEC E&I, Inc.

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GeoTe t* g Project Name:

Project Location:

Clinch River Project Oak Ridge, TN E l( P R E GTX # : 301001 Start Date: 3/6/20 14 End Date : 3/14/ 2014 Test ed By : en k C.l'\J: ~

Checked By: mpd W\P*

Boring ID: MP- 101 Sample ID : LS - 2 Depth, ft : 135.20-135.47 Sample Description : NA After test

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Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-21 of 47 Page 19 of 45

Client: AMEC E&I, I nc.

Project Name: Clinch River Project Project location : Oak Ridge, TN E X P RES S GTX # : 301001 Test Date : 3/14/201 4 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

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Joint Roughness Coefficient: 0-2 Sliding Friction Failure Shear Surface Normal Load: 110 psi

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Joint Roughness Coefficient: 0- 2 Sliding Friction Failure Shear Surface Normal Load : 150 psi

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Joint Roughness Coefficient: 0-2 Sliding Friction Failure Shear surface Norma l Load: 200 psi

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

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-22 of 47 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: 28.4 0*28.65 Sample

Description:

NA Sliding Friction Test of Rock by ASTM 05607-08 (l) 1 Test Pronle I Setup Top to bottom: steel plate I Rock Core Si!mple I steel pli!te Sample Prepilration : 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 th e specimen Into the specimen holding ring.

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

Test Condition : Tested at as-received moisture and density.

Horizontal Displacement, In/min: 0.005 Parameter Point 1 Point 2 Point 3 Point 4 PointS Specimen Diameter Inches 2.40 2.40 2.40 --- ---

Specimen Length Inches 3.07 3.07 3.07 --- ---

Specimen Area, ln 2 4.50 4.50 4.50 --* ...

Specimen Weight grams 584 584 584 ... *--

Bulk Density of Specimen pcf 161 161 161 --* ---

Shear Plane Area In 2 5.57 5.57 5.57 --- ---

Normal Compressive Stress psi 100 150 200 -- ---

Peak Shear Stress psi 90 100 125 ... *--

Post- Peak Shear Stress _QSI 61 92 121 ... ---

Peak Friction Angle: 19.3 degrees Peak Cohesion: 52.4 psi Post Peak Friction Angle: 31.0 degrees Post Peak Cohesion: 1.3 psi Equ ipment: Seria l #: Date Next:

Balance: 15606518 11/13/2014 Caliper: 09047598 11/6/2014 10k Horizontal Load Cell: 473831A 1/7/2015 50k Horizonta l Load Cell: 236439 11/:!.3/2014 50k Verti cal Load Cell: 253300 11/13/2014 lOk Vertical Load Cell: 99440A 1/9/2015 Horl<eontal LVDT: 103998 12/12/2014 Vertical LVDT : DSRLVDT- 1 12/12/2014 Vertical LVDI: DSRLVDf-2 12/12/2014 Vertical LVDT: DSRLVDT-3 12/12/2014 Vertica l LVDT: DSRLVDT-4 12/12/2014 Notes:

(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.

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

Client: AM EC E&I, Inc.

Project Name: Clinch River Project Proj ect Location : Oak Ridge, TN EXPRESS GTX #: 301001 Start Da e: 2/ 25/2014 End Dat e: 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 Shear $tress vs. $hear Displa,;ement Shear Stress vs. Normal Stress I - - 100 psi - tso psi - 200 psi I 4 00 4 00~------.-------.-----~~-----.

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  • 0.100000 0 0.05 0.1 0.15 0.2. 0.25 0.3 Shear Displacement, In che s Equipment ; Serial #: Date Next:

Balance: 15606518 11/ 13/ 2014 Caliper: 09047598 11/ 6/ 2014 10k Horizonta l Load Cell : 473831A 1/7/2015 SOk Horizontal Load Cell : 236439 11/ 13/2014 SOk Vertical Load Cell : 253300 11/13/2014 10k Vertica l 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 RCN: CRP-1285.0 Page G.3-24 of 47 Page 22 of 45

Client: AMEC E&I, Inc .

GeoTest*ng Project Name :

Project Location :

Clinch River Project Oak Ridge, TN EXPRESS GTX #: 301001 St art Date: 2/ 25/ 2014 End Date : 3/ 7/2014 Tested By : j sc -:f~cJ Checked By: mpd -"t\

Boring I D: MP-2 01 Sa mple ID : LS-11 Dept h, ft: 28.40* 28.65 Sa mple Descri ption : NA Before test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-25 of 47 Page 23 of 45

Client: AMEC E&t, Inc.

Project Name: Clinch Ri ver Project Project Location: Oak Ridge, TN E X P R E S S GTX # : 30100 1 Start Date: 2/ 25/ 201 4 J

End Date: 3/7/ 2014 Test ed By: j sc -">S Checked By : mpd MF1 Boring ID : MP* 201 Sa mple ID : LS*11 D~th, ft: 28.40-28. 65 Sa mple Description : NA Afte r test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-26 of 47 Page 24 of 45

Client: AMEC E&l, Inc.

Project Name: Clinch River Proj ect Project Location : Oak Ridge, TN E )( P R t GTX #: 301001 Test Date: 3/7/2014

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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 I nitial Shear Surface

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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

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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 RCN : CRP-1285.0 Page G.3-27 of 47 Page 25 of 45

Client: AMEC E&I, Inc.

Project Name : Clinch Rl ve Project Project Location : Oak Ridge, TN EJC RESS GTX #: 301001 Start Date: 2/25/2D1 4 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: Sample core cut to length using diamond tipped saw blade. Specimen coated with polyurethane spray. 'Hydro-Ston e Super X' encapsulating compound was used to mount the specimen Into the specimen holding ring.

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

Test Condition : Tested at as- received moisture and density .

Horizontal Displacement, In/min: D.OOS Parameter Point 1 Point 2 Point 3 Point 4 Point 5 Specimen Diameter Inches 2.4D NA NA NA NA Specimen Length, Inches 2.47 NA NA NA NA Specimen Area, I n ~ 4.51 NA NA NA NA Specimen Weight, grams 473 NA NA NA NA Bulk Denslt:t of Sf2eCimen 1 J:!Cf (2) 162 NA NA NA NA 2

Shear Plane Area, in 5.45 NA NA NA NA Normal Compsessive Stress osi 115 NA NA NA NA Peak Shear Stress psi 239 NA NA NA NA Post-Peak Shear Stress psi 126 NA NA NA NA Peak Friction Angle: NA degrees Peak Cohesion: NA psi Post Peak Friction Angle: NA degrees Post Peak Cohesion: NA psi Equipment: Serial# : Date Next :

Balance: 15606518 11/13/2D14 Caliper: D9D47598 11/6/2D14 1Dk Horizontal Load Cell : 473831A 1/7/2D15 SDk Horizontal Load Cell : 236439 11/13/2D14 SDk Vertical Load Cell: 2533DD 11/13/2D14 1Dk Vertical Load Cell: 99440A 1/9/2D15 Horizontal LVDT: 1D3998 12/12/2014 Vertical LVDT: DSRLVDT* 1 12/12/2D14 Vertical LVOT: DSRLVDT-2 12/12/2D14 Vertical LVDT: DSRLVDT-3 12/12/2014 Vertical LVDT: DSRLVDT-4 12/12/ 2014 Notes :

(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 RCN : CRP-1285.0 Page G.3-28 of 47 Page 26 of 45

Client: AM EC 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 Dept h, ft: 53.62-53.85 Sample Description : NA Direct Shear Test of Rock by ASTM 05607-08 Shear Stress ys. Shear Djsp lacement

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Ba lance: 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 50k Vertica l Load Cell : 253300 11/13/2014 10k Vertica l Load Cell: 99440A 1/9/ 2015 Horizontal LVDT : 103998 12/12/2014 Vertical LVDT : DSRLVDT* l 12/12/2014 Vertica l LVDT: DSRLVDT-2 12/12/ 2014 Vertical LVDT: DSRLVDT-3 12/12/2014 Vertica l LVDT : DSRLVDT -4 1211;u2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-29 of 47 Page 27 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 #: 30100 1 Start Date : 2/25/2014 End Date : 2/ 28/201 4 Tested By: j sc "5S <..

Checked By: mpd M~A Boring ID : MP-201 Sample ID : L5* 12 Depth, ft: 53.62*53.85 Sample

Description:

NA Before test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-30 of 47 Page 28 of 45

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