Text

Block Sample Preparation Procedure
	ML18192A401
Person / Time
Site:	Palo Verde
Issue date:	07/11/2018
From:	; Fugro
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML18192A401 (84)
	v • d • e

BLOCK SAMPLE PREPARATION PROCEDURE Undisturbed block soil samples were prepared following the procedure described in Fugro Test Procedure No. 300. Undis-turbed samples (2.5-inches in diameter x 6.0-inches in length) were trimmed from undisturbed block samples (9 Q-inch diameter by 12-inch high). Three trimming methods were employed: 1) cut and shape, 2) capillary tension, and

3) freezing.

The cut and shape trimming method consisted of trimming the block sample according to the method described by Lambe (1951) and was used on samples exhibiting cementation or cohesion.

Trimming by the capillary tension method consisted of flooding the block sample with water and.then allowing the sample to drain. The remaining water present in the soil matrix tended to hold the material together by capillary action.

Trimming of the block sample was accomplished by employing a lucite cylinder (2.5-inches inside diameter x 6.0-inches in length). The lucite cylinder was placed directly on the undisturbed block material. Material was then removed from around the base of the cylinder as the cylinder was lowered to add support, to the soil column being produced. The sample was subsequently removed from the tube upon completion of the sampling operation. The capillary tension method of sample trimming wasused on fine, cohesionless material.

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Trimming by the freezing method consisted of placing the undisturbed block sample in a liquid nitrogen bath (-320 F) until frozen. The sample was then trimmed by the method described by Lambe (1951).

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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SANPLE DEPTH SDRIHG HD. SANPLE HO.
g~ (PS) )
(11)
U3-LB-1 15A 35.9-36.7 30.0 0.40 II<< "r'. I It 11'f i<<l I 1. 00
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CYCLIC TRIAXlAL LIQUEFACTION TEST RESULTS SAMPLE DEP1H BOR IHO Ho. SAMPLE HO. (It) g~ (PS I ) era./2 cr.'3-LB-2 a I I '1 I'1 f j !ra ,1}l;iii tf; 'i 1 I! i-il iti:;1 I ~ 00 itt Vi',
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NUNBER OF CYCLES 2
10 10 10 IIIi 'ra.ta r at I I a ~ a i.al I if Iil',rIar 2.5 Ii. <<"f a 'i'taf 1 t (22 ill 0 Ilfl Ilr Ill a
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CYCLIC TRtAXIAL LIGUEFACTlON TEST RESULTS O SAMPLE DEPTH C+ rfD BORIH6 HO. SAMPLE HO. (It) g. (PS I) CD U3-LB-2 16 36.8-37.6 32.0 0.25 X O (D jill jlfj:jl"i jififIris ijjt i; .; 1. OD I '1 Iil! li, Iiii et si
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CYCLIC TRlAXIAL LIQUEFACT.ION TEST RESULTS SAIIPLE DEPTH BORIH6 HO. SAHPLE HO. (ft) Q~ (PSI) U2-LB-1 18A 43-43.8 37.0 0.30 s) 1
<' ~ ~ ~ Illf <i'i 'te ' I. e;<<<<',; 'e'" <( i .. 1.00 <e e i(,( I f e efe i<< L 'I I <'( ~ '
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE OEP1H BORIH6 HO. SAMPLE HO. (I1) g~ (PS I ) U2-LB-1 18B 43-43.8 37.0 0.35 jill If! '! !jft '1141
'ti I . ~ 1 Ii'1'! 4',i'. 00 'll! 1114 I 14,1 J I<<- 1 4 I
itW 0.15 I ti'.', 1 It 1~ I Ii,i '4 'Jii 4144 144'ii 1! .1
". I 4 1
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lil 4:I 1 Jtli >> 4 ~ 0 3 10 10 10 NUMBER OF CYCLES 3 10 10 10 1'1 I t I 4 1 I I' 1 4 . I 1 ij Iii JIIt
'144 i i I!Jl 14 I ; 4 i II ' 1 ' it 4 i 1 4.<< 'tjl 1tJ I'
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAHPLE DKPTII ( I I) BORIHB HO. SAHPLE HO. (PS I ) Q~ U3-LB-2 19C 36 31. 0 0.30
1. 00 tr I ~
0.75
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i' CYGtfC TRlAXIAL LlQUEFACTION TEST RESULTS SAIIPLE DEPTH BORIH6 Ho. SANPLE HO. (PS1) (11) Q~ U2-LB-1 20 43. 7-44. 5 38. 0 .25 I 1 1'l I 111 i tl'l" ~
'tr ','. I a'll li r !a t* ~ >ta r! 1. 00 a
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'lr 'lr . r ! i, r '
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE DEPTH SORIH6 HO. SAMPLE HO. ( I I) Q~ (PS I ) aa./2 Cr,'.25 U3-LB-2 23C 38.2-39.1 34.0 CD Ul
';ft n 1. OD CD CD
0. 75
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D. 25 0 3 10 10 10 IIUMBER OF CYCLES 2 10 10 10 0 hD N 0 0 till f 'i 'I 1' Pt, 11'PP 5.0 1.5 C P P PW 7
10. 0 O P PPt

12. 5 P
PP tl 1 It, m
15. 0
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CYCLIC TRIAXIAL LIQUEFACTlON TEST RESULTS SAMPLE OEP1N BORING No. SAMPLE No. (ft) Q~ (PS I ) @ac/2 Cr,'. U2-LB-1 24 44.7-45.6 39. 0 25 I!Ii 1 <<<Ja I I ~ < II 1 I'<r 1. 00 ~ ~ 1 i <I I"I<< iliI t'<
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1 ~ 1 0 2 3 10 10 10 NUMBER OF CYCLES IO 10 10 I 1 << r<<<t< <<0 <l < I <<i'1 0
~ r Irrr a It ~ !<i 11 ll S < s r 2.5
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE DEPTH BORIH6 HO. SAMPLE HO. I ) Oac/2 Cr (11) Q~ (PS 17.0 0.375 fl 'll e,'!
' 11 III II s tst I . 00 ri I! fie irh Ii i!le>>i; I! sf ;=>s ss'i s I!! i!> 'I I it >
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fli i!h i.' ills Ii i>>i jt s> hi 0 3 10 10 10 NUMBER OF CYCLES 10 10 10
.s > I ~ ss sl > I i *ii it>i I Ill i>i ill 'sil 0
Iti! I I jt.ll II' i s fr i '!'. ih t - I I
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE DEPlH (Tdc/2 ( I I) SORIHG HO. SAMPLE HO. g~ (PS I ) cr,'IQ TRENCH = 4RB 19-20 17.0 0. 43
<< ff <
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAIIPLE DEPTH BDRIH6 HD. SANPLE Ho. (11) Gi (PSI) ave/ra PTM-1 l5-20 17. 0 0.45
~ ~ 1. 00 iii .- f h ti!'l 0. 15 Ill lil! >'i '<1 I t >It< !'ti >I ~ 1 o5o qQ 1,', I tf I ~ ! Il!i tl'II I I 1!1'ilr i. I I I I 0.25 ri I r<! ~ ~ ':, ' <1<'j I it 1 0
3 10 10 10 NUMBER OF CYCLES 2 10 10 10 hilr ji 1>1<<' 1 'I:I 'r'1 1: 'ff; Iftf <<r.',if! .,<t! '>1; I 'II1 f I:;I 'I! I!' 1 I I I it I t, *, r > . ~ ~
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15. 0
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CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE OEPTH BORlXG XO. XO. (11) g~ (PS I ) crdc/2 cr,'AMPLE PTH-1 6R 25-30 26.0 0.48 frfe (I ~ f ,' i,r 1 1. 00 1 1
~ 'i 0.75 1 I ee ~
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1 Iii it lift 2.5 Od O
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15. 0
CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE OEP7H BORlX6 Xo. SAlfPLE XO. Qa (PSl) (1 1) PTM-1 8R 30-32.5 26. 0 . 5
1. 00 t<<
I '.75 O.5O q P it<<I 0.25 t,, t I 0 3 10 10 10 NUMBER OF CYCLES 3 10 10 10 0
<<I OK 2.5 CO I 0
5.0 hJ 0
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15. 0
I CYCLIC TRIAXIAL LIQUEFACTION TEST RESULTS SAMPLE DEPTH BDRIH6 HD. SAMPLE HD. ([1) Q~ (PS I )
1. 00
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0. 75
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0 10 10 10 NUMBER OF CYCLES 2 10 10 10 0
-I I'Il 2.5 Cf2 0 ~ Jt i
5.0 4 M 0 U 7 5 K 4 CD 10.0 A ~ -1 12.5 t ~ .t C: t C7
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15. 0
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FUGRO, Inc, PREPARED BY'P CHECKED BY: APPROVEO BYg DATE HYDROMETER U.S. STANDARD SIKVK NUMSKR STANDARD SIKVK Ol KNINO 200 100 60 40 20 10 4 % % I'A 100 80 70 eoSh L 50-.Z
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FUGRO, Inc, PREPARED BY.P CHECKE D BY, IAIDO PPROVED BY'.Q HYDltOMEIXR UW. STANDARD 5IEVE NUMSER STANDARD SIEVE OPENIN4 200 100 60 40 20 10 4 4 % 1'h 3 f= t t t
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ML18192A401

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