AREA d CORE i 3 



CRUISfe: 1958 . SONIC 

 APPRO*. CORER PENETRATION! 



3EPTH, UNCORRECTED! 680 fms. CORERi 80 lb. 



Gravity Phleger 



30 IN. CORE: 18 in. LONG, OIAM. I.37 In. 



SAMPLE NUMBER 



1 



2 



3 



4 



5 



6 



7 



8 



DISTANCE FROM TOP OF OpRE,ln 



0-2 



2-4 



4-6 



6-8 



8-10 



10-12 



12-14 



14-16 



WET UNIT WEIGHT 



lb f t* 3 



90. 7 



93.0 



94.2 



94.: 



96.2 



Q5.6 



96.0 



_ 



fCW "3 



1.4 5 



1.49 



1.51 



1.53 



1.54 



1.53 



1.54 



. 



SPECIFIC GRAVITY OF SOLIDS 



2.854 



?.84l 



2.84? 



y 2-83^ 



2.845 



2.818 



2.825 



- 



WATER CONTENT, % DRY WEIGHT 



W7.77 



Q?.<»9 



^80.40 



88.55 



81. 40 



83.45 



82.90 



- 



VOID RATIO 



DETERMINED IN LAB. 



3.083 



2.663 



2.568 



2.546 



2.350 



2.376 



2.361 



- 



AT 100% SATURATION 



3.076 



2,641 



2.543 



2.51C 



2.316 



2.352 



2,-342 



. 



POROSITY, 7o 



75.5 



72.7 



' 72.0 



71.6 



70.1 



70.4 



70.4 



- 



SATURATION % 



99.8 



99.2 



99.0 



98. C 



98.9 



99.0 



99.2 



- 



LIQUID LIMIT 



35. 



3 



38 



.7 



=16 



5 



38 



,2 



PLASTIC LIMIT 



^2. 







37 



1 . 



32 i 



7 



■K 



.2 



LIOUIOITY INDEX,% 



1994 



1605 



3274 



S216 



1281 



1335 



994 





PLASTICITY INDEX 



3. 



8 



1 



,6 



3 



8 



5 1 



.0 



COMPRESSION INDEX 



FROM LL 



•0. 



23 







.26 







24 







.25 



FROM e-loo- d 



M 





_ 



_ 



_ 



_ 



_ 



. 



SLUMP, % 



1.28 







0.49 



0.7I 



0.29 







0.7.4 



- ■ 



COMPRESSIVE 

 STRENGTH 



"UNDISTURBED". PSi 



1.58 



3.22 



2.78 



4.44 



4.93 



4.31 



5.92 



_ • 



REMOLDED, PSI 



. 





_ 



_ 









_ 



REMOLDING SENSITIVITY 



- 



- 



- 



- 



- 



1 - 



-. 



- 



COHESION 



PSI 



0.79 



1.61 



1.39 



2.25 



2.47 



,2.16 



2.96 



_ 



gcrn "2 



55.5 



L13.2 



97.7 



158.2 



173.6 



151.9 



208.1 



. 



ACTIVITY 



0. 



L5 







06 



. C 



.14 , 







17 



MODULUS OF ELASTICITY, PS'l 



16.9 



42.2 



28.2 



43.7 



A3J_ 



36.6 



65.9 



. 



GRAIN MEDIAN OIA. 



phi 



s. 



1 



s 



5 



5. 



■5 



s 



6 



microns 



23. 



[f 



?? 



i 



, 22, 



l 



20 



6 



sand,%>60/<< emm 



2 



L 



1< 



I 



1 



s 



1 



r ' 



SILT, % > 2 /U<60yU 



5 



3 



5\ 



• 



5 



5 





1 



CLAY, % < ZM 



2 



5 



?{ 



1 



z 



5 



? 



9 ■ 



SEDIMENT TYPE 



Sextd-E 



Llt-cla 



f Claye 



y-sllt 



Claye 



y-sllt 



Claye: 



-silt 



120 



