ML19030A983

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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


Text

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

UNCONSOLIDATED UNDRAINED TRIAXIAL TEST by ASTM D2850 15~~~-L~~-r~~-L~~-~~~~~~~~~~~~~~~~~~~~~-L~~-

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Somp le No. ST-4 14,_~--~ *1 ~--~ 1

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Test No. 12540

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!  ! Water Content, % 26.8

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(f) cr.

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---- -r-- - * - -- ---- ~ ---------- -;------ - - - -- - - -

Dry Density, pcf 100.7

';:( Soturotion, % 104.7

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o i0 Void Ratio 0.704 4 - ----- -- - -- + -- -- -- --*-- i * -- --------.-1 -- - ~ ------ - -- Confining Stress, psi I o 0 14 I

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l Undrained Strength, psi 3.988 ..

..I' o o Max. Dev. Stress, psi 7.976 2- -- ---- -- - --*t ---------- - -~ - - -- .... .:.-----!-- ---- ---- --*r-l 0

' Str oin at Failure, % 15 1

!'  !' Strain Rote, %/min 1 n

0-r-.--,_-.--+--.--T--.--r Estimated Specific Gravity 2.75 0 5 10 1

15 1

20 Liquid Limit ---

VERTICAL STRAIN, % Pl astic Limit ---

Plasticity Index Project: Cli nch River SMR ~

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Location : MP-111 UD - - - -- -- -- -- - - - - - - - - - - 1 '

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Description:

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

Phase calculations based on stort of t est.

Tue, 25-FEB-20 14 13:55:51 Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-2 of 11

UNCONSOLIDATED UNDRAINED TRIAXIAL TEST by ASTM 02850

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~ 36.1 0::  !  ! I Dry Density, pcf 85.47 0 15- ------------}-----------+------------!------------ r-

~ i i i Saturation, % 98.5

@ i i i Void Rotio Confining Stress, psi 1.01 10 - ----------+ ----------- ~ ---- - - ---- --1----- - - --- -*r 14 i Undr.oined Strength, psi 10.85

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' .. Strain at Failure, % 6.69 Strain Rate, %/min l

0~--.--r'----~*--.--r*----~ Estimated Specific Grovity 2.75 1 1 D ~ 10 15 20 Liquid Limit 70 VERTICAL STRAIN, % Plostic Limit 28 Plasticity Index 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

UNCONSOLIDATED UNDRAINED TRIAXIAL TEST by ASTM 02850 15-r~-L~-L~~-L~~~~~~~~~~~~~+:~~~~~~~:~~~~~~~~~-L~-L~

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0 5 10 15 20 25 30 p, psi Symbol Sample No. ST-1 35 -r~--+1 --~-~ 1 ~~1 --~-r l  : Test No. 12545 i  ; Depth 3.3-5.3 ft 30 - ------------ +-: ----- -- - --~------------

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~ Water Content, % 29 .9 tn

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Dry Density, pcf 91 .9

~  :  :  : Saturation, % 94.6 s:

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!  ! Max. Dev. Stress, psi 28.5 5- -*---- -- ----* - -------- - --~--------- - - -!------ -- ----*- r
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:  :' Stra in Rate, %/min 0~----~*---.--+'--,-~*---r--+- Estimated Specific Gravity 2 .75 1 1 0 ~ 10 15 20 Liquid Limit 64 VERTICAL STRAIN, % Plastic Limit 28 Plasticity Index 36

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0 LJ LJ i Proj ect: Clinch River SMR ,:. '

Location: MP-122- UDB '

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Description:

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

Phase cal culations based on start of test.

25 Tue, -FE~~i~~h4R]J~~~~~a Report Rev. 4 CRP-1112.16 Page F.2-4 of 11

UNCONSOLIDATED UNDRAINED TRIAXIAL TEST by ASTM D2850 15

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0::: ' I 'f 'I Dry Density, pet 86.99

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.: Undrained Strength, psi 7.354

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' I' I' Strai n at Failure, % 9.59

!' i l Strain Rate, %/min

' Estimated Specific Gravity 2.75 1b 0-r-.--,*~--~*----~*----~

1 0 ~ 15 20 Liquid Limit 69 VERTICAL STRAIN, % Plastic Limit 28 Plasticity Index 41

~~e Project: Clinch River SMR

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Description:

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

Phase calculations based on start of test.

Tue, S-FE~ItWch4 R'~~~ 1 traqa Report Rev. 4 CRP-1112.16 2

Page F.2-5 of 11

Consolidated Undrained Triaxial Shear Test Report 25 Effective Stress Maximum Obliquity 1 ~*=21.7° ....

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Boring No. MP-111UD MP-111 UD Sample No. ST-3 ST-3 Test No. 12539.1 12539.2

f~ Depth Diameter, in Height, in 9.9-11.9 ft 2.853 5.626 9.9-11.9 ft 2.866 5.622

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]i Water Content, % 30.0 28.9 15 ++- - + ------+----+---*-- 5 l

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Dry Density, pcf 93.3 94.8 Degree of Saturation,  % 98.2 98.1 0

Void Ratio 0.84 0.81

'\iJ Water Content, % 30.3 27.9

-~ 10 11-----+----+-~-'Fl,...- '------1 Dry Density, pcf 95.3 98.2 0 ~---- ~ Degree of Saturation, % 104.1 102.6

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U::: Void Ratio 0.80 0.75 Back Pressure, psi 100.0 100.0 5

B Value 1.00 0.96 Effective Confining Pressure, psi 7.1 28.0 Shear Strength, psi 4.0 10.5 0 -~~~~~~~~~~~~ Strain at Failure, % 6.1 3.3 0 5 10 15 20 Strain .Rate, %/min 0.01 0.01 Estimated Gs 2.75 2.75 Vertical Strain, %

Liquid Limit 57 r/. . .j. ... .

Plastic Limit 25 25 Project: Clinch River SMR  !............1 J.'

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Project No.: 6468-13-1072 ' I .

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Description:

Brown Gravelly Fat Clay Test Procedure: ASTM 04767-11 Remarks :

Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page F.2-6 of 11

Consolidated Undrained Triaxial Shear Test Report 25 14

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Total Stress Maximum Shear 20 +------1' ~=12.10 I c=2.7 ps!

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10 15 20 25 30 35 40 45 60 p, (cr), psi Symbol Boring No. Sample No. Test No. Depth Tested By Test Date Reviewed By Review Date 0 MP-111UD ST-3 12539.1 9.9-11.9 ft JW .L J 1/28/2014 ~(f. B!to/ tif 0 MP-111UD ST-3 12539.2 9.9-11.9 ft Jw.....-c '\1/30/2014

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I I Project: Clinch River SMR

  • Location: MP-111UD, ST-3, 9.9-11.9tt A*" Project No.: 6468-13-1072 Sample Type: Intact ame~

Description:

Brown Gravelly Fat Clay Remarks:

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

Consolidated Undrained Triaxial Shear Test Report 30 Effective Stress Maximum Obliquity ,..

24 1 ~*=2s.a 0 I c'=0.9 psi I ...... '

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Symbols D 0 .6 Boring No. MP-122UDA MP-122UDA MP-122UDA Sample No. ST-3 ST-4 ST-3 30 . ___,_, ______ . -*-----+- - -1 Test No. 12543.1 12544.1 12543.2 t

Depth 9.7-11.7 ft 12.2-14.2 ft 9.7-11.7 ft Diameter, in 2.865 2.862 2.873 25 ..

Height, in 5.616 5.609 5.608

  • ~ 20 +-f(__.,..__--f--- ------
m Water Content, %

E Dry Density, pcf 29.7 91.0 92.4 28.6 93.0 92.9 28.3 94.4 95.4

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Degree of Saturation, %

Void Ratio 0.89 0.85 0.82

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  • ~ 15 17=-+----+--+---- Water Content, % 32.2 29.2 28.4 Dry Density, pcf 91.9 95.8 96.6 0 ( ~--~-- 101.9

~ Degree of Saturation, % 101.4 100.7 10 .. /"

U:: Void Ratio 0.87 0.79 0.78 5~

Back Pressure, psi 100.0 100.0 100.0 B Value 0.92 1.00 1.00 Effective Confining Pressure, psi 7.0 17.5 28.0 Shear Strength, psi 4.6 7.8 13.9

. 0 -h-.-,.....,-+-.--.-,~+-.--.-.-.-+-..- ........--.-1 Strain at Failure, % 4.1 3.7 4.0 0 5 10 15 20 Strain Rate, %/min 0.01 0.01 o:o1 Estimated Gs 2:75 2.75 2.75 Vertical Strain, %

Liquid Limit 69 70 69 Plastic Limit 29 28 29 V1 0 eJ l ............ l Test Procedure: ASTM 04767-11 Remarks:

Clmch Rtver Data Report Rev. 4 CRP-1112.16 Page F.2-8 of 11

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

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

30 I Total Stress Maximum Shear

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0 6 12 18 24 30 36 42 48 54 60 p, (cr), psi Symbol Boring No. Sample No. Test No. Depth Tested By Test Date Reviewed By Review Date 0 MP-122UDA ST-3 12543.1 9.7-11.7 ft JW :)<..E > 1/28/2014 ~'(} . ~I ?-/I~

0 MP-122UDA ST-4 12544.1 12.2-14.2 ft JW  :)'1..1 ~) 1/30/2014 ~ 3/ 5-'11'1' A Ki}' ~/~/;:4/

MP-122UDA ST-3 12543.2 9.7-11.7 ft JW ~L ..)1!30/2014

<> f I Project: Clinch River SMR Location: MP-122\XlA,. ST*3&ST*4, 0.7-11.7 It & 12.2*14.2 ft Project No.: 6468-13-1072 Sample Type: Intact ame~

Description:

Brown Fat Clay with Gravel Rema rks:

Clinch River Data Report Rev. 4 CRP-1112.16 Page F.2-9 of 11

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

24 Lc'=2.0 psi j ....

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0 6 12 18 24 30 36 42 48 54 60 p', (cr'), psi 25.-----~----~----r---~ Symbols D 0 Boring No. MP-122UDB MP-122UDB MP-122UDB Sample No. ST-5 ST-3 ST-5 Test No. 12547.2 12546.1 12547.3 Depth 14.6-16.6ft 9.2-11.2ft 14.6-16.6ft Diameter, in 2.870 2.864 2.859 Height, In 5.619 5.618 5.614 Ji! Water Content, % .35.0 33.2 27.5

'2 Dry Density, pcf 86.1. 88.7 97.1 Degree of Saturation, % 97.1 97.6 98.8 Void Ratio 0.99 0.93 0.77 Water Content, % 36.3 33.8 27.3 Dry Density, pcf 86.4 90.0 100.0

~ Degree of Saturation,  % 101 .2 102.5 105.1 U:: Void Ratio 0.99 0.91 0.72 5 --11--~--+------1------1~-- --

Back Pressure, psi 100.0 100.0. 110.0 B Value 1.00 1.00 1.00 Effective Confining Pressure, psi 6.9 17.6 28.0 Shear Strength, psi 6.6 10.0 11.7 0 -*~~~~~~~~~~~~ Strain at Failure, % 6.8 4.9 6.3 0 5 10 15 20 Strain Rate, %/min 0.01 0.01 0.01 Estimated Gs 2.75 2.75 2.75 Vertical Strain, %

Liquid Limit 59 69 59 Pf 1A Plastic Limit 27 28 27

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Description:

Brown Fat Clay with Gravel Test Procedure: ASTM 04767-11 Remarks :

Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page F.2-10 of 11

Consolidated Undrained Triaxial Shear Test Report 14

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30 Total Stress Maximum Shear 24 - * ~=13.3° I c=3.1 psi

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  • 0 0 6 12 18 24 30 36 42 48 54 60 p, ( cr), psi rr Symbol Boring No. Sample No. Test No. Depth Tested B_y,_..,. Test Date Reviewed By Review Date D MP-122UDB ST-5 12547.2 14.6-16.6 ft JW dU 2/18/2014 rJ_ 7. ~/:r/ltr 0 MP-122UDB ST-3 12546.1 9.2-11.2 ft JW :SO: 2/18/2014 11..£-1--- 7 '/ c; 114.
b. MP-122UDB ST-5 12547.3 14.6-16.6 ft JW.:5L(_ 2/18/2014 -~$ ~'}- 3'! .<i/4-

<> I Project: Clinch River SMR Location: MP-122UDB, ST-3&ST-5, 9.2-11 .2ft & 14.&-16.6 ft

  • Project No.:

ame&

6468-13-1072 Sample Type: Intact

Description:

Brown Fat Clay with Gravel Remarks:

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

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