ML19030A983
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) | |
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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Test No. 12540
- I 1 :~ Depth 15.5-17.5 0 l
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- . I I Test Dote 2/7/1 4
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- I Diameter, in 2.823 ui' : l (f) 8- ------------!------------*1*--- ---- --- --- - - Height, in 5.237 w , 0
- ! ! Water Content, % 26.8
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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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Test No. 12544 (b) i j ! Depth 1 2~2-14.2 30- ------------!------------~---------**-- ~ ------------- Tested by
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- ' :' :' Test Date 1/3q_/14
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Height, in 5.596 w 20- ------- ----!------------~
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I 1 I tn : : : Water Content, %
~ 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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' .~ Mox. Dev. Stress, psi 21.7 5- --------- --r --------- --- ~ -- ----~ ----1-------- ---- r-
' .. 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
~me Sample Type: Intact L_j .'
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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- I Void Ra tio 0.868 0 : : :
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Confining Stress, psi 14 15
- l i Undrained Strength, psi 14.25
- ! ! Max. Dev. Stress, psi 28.5 5- -*---- -- ----* - -------- - --~--------- - - -!------ -- ----*- r
- ' '~ :' Stra in at Failure, %
- : :' 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
~ ...------. ...------.
0 LJ LJ i Proj ect: Clinch River SMR ,:. '
Location: MP-122- UDB '
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'::i Boring No.: MP-122UDB [ I Sample Type: Intact L....____J
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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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' Depth 9.2- 11.2'
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- a. I 1 I Diameter, in 2.856 u} 1 : i
(/} Height, in 5.624 w 20 -------- ------~-----------~------------ i *-**-*----*- r-I I I 0:: Water Content, % 34.0 til ! ! :
0::: ' I 'f 'I Dry Density, pet 86.99
~ 15- -----------+*--***** ~------ -----~-~----*--- r-Saturation, % 96.1 5
I 1 I w .: Void Ratio 0.974 0
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10 - ----- -----+--- ------~-i---- Confining Stress, psi 14
.: Undrained Strength, psi 7.354
! i ! Max. Dev. Stress, psi 14.71 5 -- ----------1--**--***--*c--**--*****+--*-----*- .. -
- ' 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
- ---~~r:-~-~-;:_t_N:-~-;:-:p-4~-~-;2-~-1~-~-2--------------------~j 1 Location: MP-122UDB i
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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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20 c'=1.3 psi -*
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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
~1--1---1~
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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MP-11 1UD, ST-3, 9.9-11.9 ft II, !I' Sample Type: Intact 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
'RY:;}. ::J.'hd IN
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I I Project: Clinch River SMR
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
___,~-~ ~:o16.40 24
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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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- 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.
<> 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