Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.2 - Pages 1-11
	ML19030A983
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: ML19030A983 (11)
	v • d • e

APPENDIX F.2-Soil Strength Test Results-No Change for Rev. 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-1 of 11

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Symbol 15 p, psi Somple No.

Test No.

Depth Tested by Test Dote Checked by Check. Dote Diameter, in Height, in Water Content, %

Dry Density, pcf Soturotion, %

Void Ratio Confining Stress, psi Undrained Strength, psi Max. Dev. Stress, psi Stroin at Failure, %

Strain Rote, %/min Estimated Specific Gravity Liquid Limit Plastic Limit Plasticity Index 20

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ST-4 12540 15.5-17.5 JW -:

2/7/1 4

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'-~fJf 2.823 5.237 26.8 100.7 104.7 0.704 14 3.988 7.976 15 1

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Location: MP-111 UD

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Project No.: 6468131072

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~~~rB_o_ri~ng~N_o_.:_M_P_-_11_1_U_o ____________________ ~

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==

Description:==

Groy Fat Clay with Gravel Remarks: ASTM D2850-03a (2007)

Phase calculations based on stort of test.

Tue, 25-FEB-2014 13:55:51 Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-2 of 11 25 30

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Test No.

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Void Rotio Confining Stress, psi Undr.oined Strength, psi Mox. Dev. Stress, psi Strain at Failure, %

Strain Rate, %/min Estimated Specific Grovity Liquid Limit Plostic Limit Plasticity Index 20 ST-4 12544 (b) 1 2~2-14.2 1/3q_/14 2.87 1

5.596 36.1 85.47 98.5 1.01 14 10.85 21.7 6.69 2.75 70 28 42 Project: Cllhch River SMR

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Boring No.: MP-122UDA

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==

Description:==

Brown Fat Clay Remarks: ASTM D2850-03o (2007)

Phase calculations based on start of test.

Mon, 03-MAR-2014 16:14-:.30 Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-3 of 11 25 3D

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Void Ratio Confining Stress, psi Undrained Strength, psi Max. Dev. Stress, psi Strain at Failure, %

Strain Rate, %/min Estimated Specific Gravity Liquid Limit Plastic Limit Plasticity Index 20 ST-1 12545 3.3-5.3 ft 2/7/14 2.844 5.579 29.9 91.9 94.6 0.868 14 14.25 28.5 15 2.75 64 28 36 a me Proj ect: Clinch River SMR

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'::i Boring No.: MP-122UDB Sample Type: Intact L....____J

==

Description:==

Brown Fat Clay Remarks: ASTM D2850-03a (2007)

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Strain.Rate, %/min Estimated Gs Liquid Limit Plastic Limit Project:

Clinch River SMR Project No.:

6468-13-1072

....,& Location:

MP-11 1 UD, ST-3, 9.9-11.9 ft D

0 MP-111UD MP-111 UD ST-3 ST-3 12539.1 12539.2 9.9-11.9 ft 9.9-11.9 ft 2.853 2.866 5.626 5.622 30.0 28.9 93.3 94.8 98.2 98.1 0.84 0.81 30.3 27.9 95.3 98.2 104.1 102.6 0.80 0.75 100.0 100.0 1.00 0.96 7.1 28.0 4.0 10.5 6.1 3.3 0.01 0.01 2.75 2.75 57 25 25 r/j

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Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page F.2-6 of 11 Test Procedure: ASTM 04767-11

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Clinch River SMR

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6468-13-1072 ame~

==

Description:==

Brown Gravelly Fat Clay Remarks:

Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-7 of 11 20

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Sample No.

Test No.

Depth Diameter, in Height, in

m Water Content, %

E Dry Density, pcf Degree of Saturation, %

Void Ratio Water Content, %

Dry Density, pcf

~ Degree of Saturation, %

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Strain Rate, %/min Estimated Gs Liquid Limit Plastic Limit 1\\

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0

.6 MP-122UDA MP-122UDA MP-122UDA ST-3 ST-4 ST-3 12543.1 12544.1 12543.2 9.7-11.7 ft 12.2-14.2 ft 9.7-11.7 ft 2.865 2.862 2.873 5.616 5.609 5.608 29.7 28.6 28.3 91.0 93.0 94.4 92.4 92.9 95.4 0.89 0.85 0.82 32.2 29.2 28.4 91.9 95.8 96.6 101.9 101.4 100.7 0.87 0.79 0.78 100.0 100.0 100.0 0.92 1.00 1.00 7.0 17.5 28.0 4.6 7.8 13.9 4.1 3.7 4.0 0.01 0.01 o:o1 2:75 2.75 2.75 69 70 69 29 28 29 V1 l............ l 0 eJ Test Procedure: ASTM 04767-11 60

Consolidated Undrained Triaxial Shear Test Report 35~------~------~------~------~

30 -l---1----+---l~---J Vertical Strain, %

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30 I

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MP-122UDA ST-4 12544.1 A

MP-122UDA ST-3 12543.2 Project:

Clinch River SMR Project No.:

6468-13-1072 a me~

==

Description:==

Brown Fat Clay with Gravel Remarks:

Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-9 of 11 p, (cr), psi Depth Tested By 9.7-11.7 ft JW :)<..E 12.2-14.2 ft JW :)'1..1 9.7-11.7 ft JW ~L

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MP-122\\XlA,. ST*3&ST*4, 0.7-11.7 It & 12.2*14.2 ft Sample Type: Intact

Consolidated Undrained Triaxial Shear Test Report 30 Effective Stress Maximum Shear 1 ~*=20.10 1

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Test No.

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U:: Void Ratio Back Pressure, psi B Value Effective Confining Pressure, psi Shear Strength, psi Strain at Failure, %

0 5

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Liquid Limit Plastic Limit D

0 MP-122UDB MP-122UDB MP-122UDB ST-5 ST-3 ST-5 12547.2 12546.1 12547.3 14.6-16.6ft 9.2-11.2ft 14.6-16.6ft 2.870 5.619

.35.0 86.1.

97.1 0.99 36.3 86.4 101.2 0.99 100.0 1.00 6.9 6.6 6.8 0.01 2.75 59 27 2.864 5.618 33.2 88.7 97.6 0.93 33.8 90.0 102.5 0.91 100.0.

1.00 17.6 10.0 4.9 0.01 2.75 69 28 2.859 5.614 27.5 97.1 98.8 0.77 27.3 100.0 105.1 0.72 110.0 1.00 28.0 11.7 6.3 0.01 2.75 59 27 60

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==

Description:==

Brown Fat Clay with Gravel Remarks:

Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page F.2-10 of 11 Test Procedure: ASTM 04767-11

Consolidated Undrained Triaxial Shear Test Report 14 12 10

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D MP-122UDB ST-5 12547.2 0

MP-122UDB ST-3 12546.1

b.

MP-122UDB ST-5 12547.3 Project:

Clinch River SMR ame&

Project No.:

6468-13-1072

==

Description:==

Brown Fat Clay with Gravel Remarks:

Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-11 of 11 24 t v

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30 36 42 48 54 60 p, ( cr), psi Depth Tested B_y,_..,.

Test Date Reviewed By Review Date 14.6-16.6 ft JW dU 2/18/2014 rJ_ 7. rr

~/:r/ltr 9.2-11.2 ft JW :SO:

2/18/2014 11..£-1---

7 '/ c; 114.

14.6-16.6 ft JW.:5L(_

2/18/2014

-~$ ~'}-

3'!.< i/4-I Location:

MP-122UDB, ST-3&ST-5, 9.2-11.2ft & 14.&-16.6 ft

Sample Type: Intact

ML19030A983

Text

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