Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 1-20
	ML19030B020
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: ML19030B020 (20)
	v • d • e

APPENDIX G.3-Direct Shear Test Results-No Change for Rev. 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-1 of 47

ame**

DOCUMENTATION OF TECHNICAL REVIEW SUBCONTRACTOR WORK PRODUCT Project ame:

Clinch River SMR Project Project umber:

6468-13-1072 Project Manager: Steve Criscenzo Project Technical Leads: AlTice, Carl Tockstein The report described below has been prepared by the named subcontractor retained in accordance with the AMEC QAPD. The work and repott have been reviewed by an AMEC technically qualified person. Comments on the work or repott, if any, have been satisfactorily addressed by the subcontractor. The report is approved in accordance with section QS-7 of AMEC's QAPD REPORT : Direct Shear Test Reports for samples LS-4, LS-5, LS-12. LS-13 and LS-15:

Sliding Friction Test Reports for samples LS-1, LS-2, LS-11 and LS-14 SUBCONTRACTOR:

GeoTesting Express DAT OF ACCEPTANCE: 4---z..-( 4-

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

TECHNICALREVIEWER: ~~

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-2 of 47 a me&

4201 Stilnop Creek Dr. Durham, NC 2n03 RCN : CRP-1286.0 Page 1 of 1

Client:

AME'C E&I, Inc.

G Project Name:

Clinch River Project Project Location :

Oak Ridge, TN X

S GTX #:

301001 Start Date:

12/17/2013 End Date:

3/6/2014 Tested By:

jsc "l'"S '-"

Checked Ely:

mpd IM.f'4 Boring ID:

MP-101 Sample ID:

L5*1 Depth, ft:

112.2*112.7 Sample DescriPtion:

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

Test Profile I Setup Top to bottom:

Sample Preparation :

Test Equipment:

Test Condition:

Horizontal Displacement, In/min:

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

l'>eak cohesion:

Post Peak Friction Angle:

Post Peak cohesion:

Equipment:

Balance:

Caliper:

lOk Horizontal Load Cell:

SOk Horizontal ~o;;~d Ceil:

SOk Vertical Load Cell:

10k Vertlc e~l Load Cell; Horizonta l LVOT:

vertical LVDT:

Vertical LVDI:

Vertical LVDT; Vertical LVDT:

Notes:

steel plate I Rock Core Sample I steel plate Sample core cut to lengtl1 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 2.38 2.38 2.38 NA NA 3.02 3.02 3.02 NA NA 4.46 4.46 4.46 NA NA 591 591 591 NA NA 167 167 167 NA NA 5.29 5.29 5.29 NA NA 100 150 200 NA NA 118 97

!23 NA NA 79 86 104 NA NA 27.7 degrees 18.0 psi 19.8 degrees 32.0 psi Serial#:

Date Next:

15606518 11/13/2014 09047598 11/6/2014 473831A 1/7/2015 236439 l.l/;1.3/2014 253300 11/13/20:1,4 99440A 1/9/2015 103998

1,2/12/2014 DSRLVDT-1 12/12/2014 DSRLVDT-2 12/12/2014 DSRLVDT*3 12/12/2014 DSRLVDT*4 12/12/2014 (1) Deviation approved by Bechtel: Ttrtst spec/mens coated with polyureth;;me spray Initial JRC:

JZ-14 After Point 1 JRC:

12-14 After Point 2 JRC:

1.2*1.4 A piece of the she<Jr p/<Jne surface broke off during the running of Point 1. (see photo)

Final JRC:

10*12 Actual strength parameters rne~y vary and should be determined by an engineer For site-speciFic conditions.

Point 1 was not used to determine the peak or post-peak friction angle.

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

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E )( P E S S GTX#:

301001 Start Date:

12/17/2013 End Date:

3/6/2014 Tested By:

jsc

"'1'".S J Checked Bv:

mpd 11\\11.10<

Boring ID:

MP-101 Sample lD:

L5-1 Depth, ft:

112.2-112.7 Sample

Description:

NA Sliding Friction Test of Rock by ASTM 05607-08

v; a.

Shear 5tress vs. Shear pjsplacement I -- lOOp~! ~ tsopsl 2oops1 400 I

I I

300 - ---------~---------~---------~---------

1 I

I I

U1 I

I I

V)

J I

I

~ 2.00 * ---------~ ----------- ~---------t---------

(/)

I I

J o.>

(/)

I I

I

~

~------r---------

o

-,.:=~-+----+---.-+---1 0.00 0.10 0.20 0.30 0.40 Shear Displacement, Inches

~

tii

~

L..

VJ Shear Stress vs. Normal Stress

400 r-----~~----~------~------~

I I

300

A---~----------~---------~---------

1 I

I I

200

~-- j Peak 1-----+---------

i

+

100. ---------~----

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

~ost-Peak I

~

I i

o+------l----+-----+-------1 0

100 zoo 300 400 Normal Stress, psi Normal pjsplacement vs. Shear pjsp!acement 0.100000 ID o.o?sooo

-5

.!: 0.050000

~

in 0.025000 E

~ o.oooooo

a.

i5 *O.o2SOOO

~ -0.050000

~ *0.075000

0.100000 I'..

0 0.05 0.1

--...... --- --r--

0.15 0.2 0.25 Shear Displacement, Inches

Point 1 was not used to determine the peak or post-peak friction angle.

Equipment:

Serial #:

Date Next:

Balance:

15606518 11/13/2014 Caliper:

09047598 ll/6/2014 lOk Horizontal Load Cell :

473831 A 1/7/2015 50k Horizontal Load Cell:

236439 11/13/2014 50k Vertical Load Cell:

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

99440A 1/9/2015 Horizontal LVDT:

103998 12/12/2014 Vertical LVDT:

DSRLVDI-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.3-4 of 47 0.3 0.35 0.4 RCN: CRP-1285.0 Page 2 of 45

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.3-5 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 12/17/2013 3/6/2014 jsc

--!~;J mpd M

MP-101 LS-1 112.2-112.7 NA Before test RCN: CRP-1285.0 Page 3 of 45

G~g Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

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

301001 Start Date:

12/17/2013 End Date:

3/6/2014 Tested By:

jsc "'"!'S '-

Checked By:

mpd 1/'A.fd.

Boring ID:

MP-101 Sample ID :

LS-1 Depth, ft:

112.2-112.7 Sample

Description:

NA After test After Point 1 showing piece of shear plane surface that broke off.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-6 of 47 After test After test RCN: CRP-1285.0 Page 4 of 45

~-

Client:

AM EC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN

){ p 11 I! s s GTX #:

301001 Test Date:

3/6/2014 Tested By:

~.S'-

Checked By:

V1f'd '

Boring ID:

MP-101 Sample ID:

LS-1 Depth ft:

112.20-112.70 Joint Roughness Profiles by ASTM 05607 Sliding Friction Initial Shear Surface Joint Roughness Coefficient:

12-14 Sliding Friction Failure Shear Surface Normal Load:

100 psi

.r----~*~

Joint Roughness Coefficient: 12-14 Sliding Friction Failure Shear Surface Normal Load:

150 psi Joint Roughness Coefficient:

12-14 Sliding Friction Failure Shear Surface Normal Load:

200 psi r

Joint Roughness Coefficient:

10-12 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient based on ASTM D 5607 Figure 4.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-7 of 47 RCN: CRP-1285.0 Page 5 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location :

Oa k Ridge, TN E lC P R E S

GTX #:

301001 Start Date:

2/19/ 2014 End Date:

2/ 28/ 2014 Tested By:

jsc -;r.st--

Checked By:

!TIPd

~~!

Boring ID:

MP*101 Sample ID :

L5*4 Depth, ft:

118.30*118.56 Sample

Description:

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

Test Profile 1 Setup Top to bottom :

Sample Preparation :

Test Equipment:

Test Condition:

Horizontal Displacement, In/min :

Parameter Specimen Diameter, Inches Specimen Length Inches Specimen Area, ln2 Soeclmen Welght grams Bulk Density of Specimen pcf (2)

Shear Plane Area, in2 Normal Compressive Stress osl Peak Shear Stress psi Post* Peak She a r Stress psi Peak Friction Angle:

Peak Cohesion:

Post Peak Friction Angle:

Post Peak Cohesion:

Equipment:

Balance:

Caliper:

10k Horizontal Load Cell :

SOk HorizontCJI Load Cell:

SOk Vertical Load Cell :

10k Vertical Load Cell :

Horizontal LVDT:

Vertical LVDT:

Notes:

steel plate 1 Rock Core Sample 1 steel plate Sample core cut to length using diamond tipped SCJW blade. Specimen coated with polyurethane sprCJy. '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 Point 5 2.38 NA NA NA NA 2.77 NA NA NA NA 4.45 NA NA NA NA 606 NA NA NA NA 187 NA NA NA NA 5.58 NA NA NA NA 115 NA NA NA NA 150 NA NA NA NA 81 NA NA NA NA NA degrees NA psi NA degrees NA psi Serial #:

Date Next:

15606518 ll/13/Z014 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 12/12/201.4 DSRLVDT-3 12/12/2014 DSRLVDT-4 12/12/2014 (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 tile specimen, the calculated volume and bulk density values may not represent actual values for the specimen.

Vertical LVDT 3, located be/lind the specimen, did not record data dt.Jring t/1e test.

JRC Point l :

1.8-20 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.3-8 of 47 RCN: CRP-1285.0 Page 6 of 45

Client:

AMEC E&l, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN f X E

s GTX #:

301001 Start Date:

2/19/2014 End Date:

2/28/2014 Tested By:

jsc '!'st.

Checked By:

mpd ~pJ, Boring lD:

MP-101 Sample ID:

L5-4 Depth, ft:

118.30-118.56 Samole

Description:

NA Direct Shear Test of Rock by ASTM 05607-08 Shear Stress ys. Shear Djso!acement Shear Stress vs. Normal Stress 115psl 400~~==~====~==~~~~~~_,

I 400 r-------r-------~-----,~----~

I I I

I I

I i :

I I

300 - --------1--------- 1---------t ---------~---------

300. ---------~----------~---------~---------

I 0

t I

I I

o I

I I

I o

I I

0 I

I vi*

1 Ill I

I I

I 0

~

I I

~ 200

~--~------i---------t--------- ~---------

1,/l i

I I

I 200. ---------1---------- t ---------~---------

L I

I I

I l+ I Peak I

~

I I

I

~ 100 ~7N

!--------~---------

1 I

I I

I 100. ---------;-ii--1 Post~Peak~-----r---------

I I

f I

I I

0 I

I I

I 0

I I

O I

I 0 ~------4'------~

1

~*~----~

o.oo o.os 0.10 0.15 0.20 0.25 0

100 200 300 400 Shear Displacement, Inches Normal Stress, p~ l Equipment:

Balance:

Caliper:

0.100

"' 0.075

.~ 0.050

~ 0.025 E

[!j 0.000

"' c.

cS *O.D25

~ -0.050 0

z *0.075

-0.100 10k Horizontal Load Cell:

SOk Horizontal Load Cell :

SDk Vertical Load Cell :

10k Vertical Load Cell:

Horizontal LVDT:

Vertical LVDT:

Normal Djsplacement ys. Shear pjsp!acement

I I

I I

-- ~ -----------y--------------1---------------r-- ------------1*-------------

l I

t I

I I

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

I I

--~-----------t--------------~---------------~--------------t--------------

1 I

I I

~------------~ ----- - ------ --~----- ----------~--------------+--------------

I I

- M-W~~-----~---~-~---~--------~---------------~--------------*--------------

0 1

i I

I I

i I

I I

I

- - - - ~********--**** ~~~ -------~~~ ---~---~----w w -w~ ~ ~-w- -~--e~-~---

1 I

I t

I I

f I

I I

t---- ----------~---------------~-------------- t--------------

1 I

I I

I 0

j 0.05 0.1 0.15 0.2 0.25 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-1 12/12/2014 DSRLVDT-2 12/ 12/ 2014 DSRLVDT-3 12/12/2014 DSRLVDT-4 l:Z/12/2014

Vertical displacement transducer No. 3 did not collect data due to an electrical problem. The data presented Is an average of the other three vertical displacement transducers.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-9 of 47 RCN: CRP-1285.0 Page 7 of 45

G~g Client:

Project Name:

Project Location :

E X P R 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.3-10 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/19/2014 2/28/2014 jsc 1"~ 'j mpd IMQ MP-101 LS-4 118.30-118.56 NA Before test RCN: CRP-1285.0 Page 8 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E l( P R E S S GTX # :

301001 Start Date:

2/19/2014 End Date:

2/ 28/2014 Tested By:

jsc "f5 C..

Checked By:

mpd V\\1\\. ~J.

Boring ID:

MP-101 Sample ID :

LS-4 Depth, ft:

118.30* 118.56 Sample Description :

NA Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-11 of 47 After test Point 1 Post Test

-. I RCN: CRP-1285.0 Page 9 of 45

Client:

AMEC E & I Project Name:

Clinch River Project Project Location :

Oak Ridge, TN F x r ll r.: s s GTX #:

301001 Test Date:

02/28/14 Tested By:

jsc

-:Y J '-

Checked Bv:

mpd

¥\\0-~J Boring ID:

MP-101 Sample ID:

LS-4 Depth ft:

118.30-118.56 Joint Roughness Profiles by ASTM 05607-08 Direct Shear Failure Shear Surface Normal Load:

115 psi Top:

E--

Bottom:

(\\/

' --.... ~------...---

~

~\\_

Joint Roughness Coefficient: 18-20 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient based on ASTM 05607 Figure 4.

Form GTX301001 05607 JRP rev 0 Form Approved for use on Clinch River SMR Project by J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-12 of 47 RCN: CRP-1285.0 Page 10 of 45

Client:

AMEC E&!, Inc.

Project Name:

Clinch River Project Project Location :

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

301001 Start Date:

2/20/2014 End Dare:

2/28/2014 Tested By:

jsc -:f S '-

Checked By:

mpd M~cl Boring ID:

MP-101 Sample 10:

L5-5 Depth, ft:

121.26-121.51 Sample

Description:

NA Direct Shear Test of Rock by ASTM 05607-08 Cl) lest Profile I Setwp Top to bottom:

Sample Preparation:

Test Eqwipment:

Test Condition:

Horizontal Displacement, In/min:

Parameter Specimen Diameter Inches Seecimen Length Inches Specimen Area, ln2 Speci men Weight grams Bulk Densit y of Specimen, pcf Shear Plane Area, ln2 Normal Compressive Stress, psi Peak Shear Stress psi Post-Peak Shear Stress. psi Peak Friction Angle:

Peak Cohesion:

Post Peak Friction Angle:

Post Peak Cohesion:

EqUipment:

Ba lance:

Caliper:

lOk Horizontal Load Cell:

SOk Horizontal Load Cell:

50k Vertical Load Cell:

10k Vertical Load Cell :

Horil:ontal LVDT:

Vertical LVDT:

Notes:

steel plate I Rock Core Sample 1 steel plate 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 dlspi<Jcement readings.

Tested at as-received moisture and density.

0.005 Serial # :

15606518 09047598 473831A 236439 Point 1 2.38 3.07 4.45 603 168 5.19 115 152 80 NA NA NA NA D<~te Next:

11/13/ 2014 11/6/2014 1/7/2015 11/ 13/ 2014 253300 11/13/2014 99440A

/9/2015 103998 12/12/2014 DSRLVDT-1 12/ 12/ 2014 DSRLVDT* 2 12/12/2014 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 Spl7ly JRC Point 1:

1.4-16 Actual strength parameters may vary and should be determined by an engineer for sfte*speclflc conditions.

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-13 of 47 RCN: CRP-1285.0 Page 11 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E

P R E s

GTX # :

301001 Start Date:

2/ 20/2014 End Date:

2/28/2014 Tested By:

jsc -'$') c:...

Checked 6v:

mpd ~(old..

Boring ID:

MP-101 Sample ID:

LS-5 Depth, ft:

121.26-121.51 Sample Description :

NA Direct Shear Test of Rock by ASTM 05607-08 Shear Stress vs Shear pjsplacement Shear Stress vs. Normal Stress

-- US psi 400 ~======:;::::=====:;::::=:==::::==.

~00 r-------~----~-------.-------,

I I

i I

I I

300 - ------------f------------1-------------

300

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

1 I

I 1

I I

I t

r I

I I

ti

~

I Ul I

I I

I f

t I

~

I I

.:n 200

~-----------t----------t-----------

~----------t---------1r---------

200

~

L.

I I

IQ I

I

!* I P~ak l

I I

(/j

<II

~ 100 - --------+1L __________ j ___________ _

I I

I

/

I

.r:.

V1

l-ii-1 Pos~~eakf _____ li ________ _

r 100 0 ~---+-: ---+--------!

I I

I o.oo 0 -

0.10 0.20 0.30 0

100 200 Shear Dlsplacem nt, Inches Normal Stress, psi 0.100

"' 0.075

<II

'-' 0.050

.5

(! 0.025

<II E

~ 0.000

"' c.

c5 -0.025

~ -0.050 0

z -0.075

-0.100 Normal pjsplacement ys 1 Shear Djso!acement I

I

~--- *****---~* *********** ~************ ~************~*** ** ***w~ ~

i I

I I

I

___________..... ___________... ____________.a,,.......... ~- ------~--- ~ - **...

~--... ---f-------------

1 I

I I

I

~ -----------i------------ t----- ------- ~---------- - -~-----------

I I

I

---~- -

.---------~--... -.__..,. ___..,...,~.................. ~--.......... ~................

t 1

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I

~ --*-------- 1------------ *--------

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

1 I

___________ l ____________ j ____________ l ______.,...,....,_.. __... t ____ -___ -__ -_-___... _-.... 1-_-_-_-_-__ -_-_-__ -_~- 1 J

I 1

I I

----- ~------------~------------ t------------ ~-- ---------*r-----------

1 i

I I

I 300 0

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 50k Horizontal Load Cell:

236439 11/13/2014 SOk Vertical Load Cell:

253300 11/13/2014 lOk 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.3-14 of 47 400 RCN: CRP-1285.0 Page 12 of 45

Client :

Project Name:

Proj ect Location:

E X P R E S S GTX #:

Start Date:

End Date:

Tested By:

Checked Sy:

Boring ID:

Sample ID :

Depth, ft:

Sample

Description:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-15 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/ 20/2014 2/ 28/ 2014 jsc

-:)'~(...

mpd

'f'l\\.?~

MP-101 L5*5 121.26-121.51 NA Before test RCN: CRP-1285.0 Page 13 of 45

~

GeoTe t1 g E X P R E S S 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.3-16 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/20/2014 2/ 28/2014 jsc

~s) C...

mpd....,'9J..

MP-101 LS-5 121.26-121.51 NA After test RCN: CRP-1285.0 Page 14 of 45

Client:

AMEC E & 1 Project Name:

Clinch River Project Project Location:

Oak Ridge, TN GTX #:

301001 Test Date:

02/ 28/14 Tested By:

jsc -:r.s '-

Checked By:

mpd ""'VA Boring ID:

MP-101 Sample ID:

LS-5 Deoth ft:

121.26-121.51 Joint Roughness Profiles by ASTM 05607-08 I

Direct Shear Failure Shear Surface Normal Load :

115 psi Top:

r~

G::-

't...,......,..__..... __ "',.....,-r...... _,._..,

,...,., u~........... >~'YI.\\

~

Bottom:

~*~-'

~~*'"***

1,lr~l E:-

_............. ~.

Joint Roughness Coefficient:

14-16 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient based on ASTM D5607 Figure 4.

Ctl 2013 by GeoTesting Express, Inc.

Form GTX301001 05607 JRP rev 0 Form Approved for use on Clinch River SMR Project by J. A Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-17 of 47 RCN : CRP-1285.0 Page 15 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E )( r R ( S GTX #:

301001 Start Date:

3/6/2014 End Date:

3/14/2014 Tested By:

cnkC~~~

Checked Sy:

rnpd J'\\1\\

Boring ID:

MP-101 Sample ID:

LS-2 Depth, ft:

135.20-135.47 Sample

Description:

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

Test Profile I Setup Top to bottom:

Sample Preparation:

Test Equipment:

Test Condition:

Horizontal Displacement, In/min:

Parameter Specimen Diameter Inches Specimen Length Inches

~ecl m e n Area ln2 Specimen Weight, grams Sulk Density of Specimen pcf Shear Plane Area In ~

Normal Comoresslve Stress osl Peak Shear Str~ss, psi Post-Peak Shear Stress psi Peak Friction Angle:

Peak Cohesion:

Post Peak Friction Angle:

Post Peak Cohesion:

Equipment:

Balance:

Caliper:

10k Horizontal Load Cell :

Sok Horizontal Load Cell:

SOk Vertical load Cell :

10k vertical Load Cell:

Horizontal LVDT:

Vertical l.VDT:

Vertical LVDT:

Notes:

steel plate 1 Rock Core Sample 1 steel plate 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 speci men 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, Specimen tested along a saw cut shear plane 0.005 Point 1 Point 2 Point 3 Polni:4 2.39 2.39 2.39 3.24 3.24 3.2.4 4.47 4.47 4.47 620 620 620 163 163 163 4.61 4.61 4.61 110 150 200 104 126 170 97 122 140 36.6 degrees 19.3 psi 25.3 degrees 47.1 psi 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/ 2.014 DSRLVOT-4 12/l2/20l4 PointS (1) Deviation approved by Bechtel: Test spec/mens coated with po/yuretf1ane spray Initial JRC:

0"2 After Point 1 JRC: 0-2 After Point 2 JRC:

0-2 Fin<JI JRC:

0-2 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.3-18 of 47 RCN: CRP-1285.0 Page 16 of 45

G~

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

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

301001 Start Date:

3/6/2014 End Date:

3/14/2014 Tested By:

cnk c~~

Checked By:

mpd M.PJ Boring ID:

MP-101 Sample ID:

LS-2 Depth, ft:

135.20-135.47 Sample DescriPtion:

NA Sliding Friction Test of Rock by ASTM 05607-08 Sb!i:il[ ~t[~§:i ~§, Sb!J:!5Jt Di~llliH;!i!m!:!nt Shear Stress vs Normal stress I

110psl 1SOpsl

- ~OOpsl I 400 400 I

I I

I i

I I

I Peak: 1-------

I I

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

300 ~

I I

300

~-------~-------~~-----~~ft- ---- R I

I I

I 0..

I I

I

!i I

I I

I

'iii i

I I

I Q.

I I

.b 200

~-------~-------~-------r-------

200. ---------i----------t---

VI VI I

I I

I

~

I

!~

I I

I

[

I I

I Ul I

I

.r::.

I I

I 1...

I

+---~ Posi~Peak f----

Vl I

I I

w I

100 - -r\\7 :~----

I I

I

.r::.

iOO * ---------

I I

VI I

I I

~

I I

u I

I I

I 0

0 0.00 0.05 0.10 0.15 0.20 0.25 0

100 200 300 400 Shear Displacement, Inches Normal Stress, psi

~1umsll 12i:&r;~lsu;SJ:m!i1Dt ll!§, Sb!ili!l: lliir;~ti!s;!l!m!l!Dt 0.100000

0 0.075000

.r::. u 0.050000

.s c;

0.025000 E

fl 0.000000

"' a.

cS *O.D25000

~ -0.050000 0 z *0.075000

0.100000 0

0.05 O.l 0.15 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 lOk 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.3-19 of 47 0.2 0.25 RCN: CRP-1285.0 Page 17 of 45

Client:

Project Name:

Project Location :

G~

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.3-20 of 47 AM EC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 3/6/2014 3/14/201t cnk C::.\\1\\,~

mpd 1M.

MP-101 LS-2 135.20-135.47 NA Before test RCN: CRP-1285.0 Page 18 of 45

ML19030B020

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