AR E A g CORE 3 



CRUISE.- I959 . SONIC DEPTH, UNCORRECTEDi 250fms. CORERi 300 lb. 

 APPROX. CORER PENETRATION, l 5 6.N. CORE: 60 i n. LONG , °"Zm* ^"jS 





SAMPLE NUMBER 



1 



2 



3 



h 



5 



6 



7 



8 





DISTANCE FROM TOP OF OORE-fo 



0-4 



4-8 



8-12 



12- 

 14.7 



14.7- 



18.? 



18.7- 



22.? 



22.?- 

 26.7 



26.?- 

 29 





WET UNIT WEIGHT 



lb f t" 3 



76.9 



78.0 



78.1 



78.6 



79.1 



80.0 



82.4 



85.2 





3 cm-3 



1.23 



1.25 



1.25 



1.26 



1.27 



1.28 



1.32 



1 36 





SPECIFIC GRAVITY OF SOLIDS 



2.705 









(2.7 



.) 









WATER CONTENT, % ORY WEIGHT 



235.22 



222.87 



223.35 



213.2 



213.3 



' 195.8o 165. Pi lliQ.qn 



VOID RATIO 



DETERMINED IN LAB. 



- 



5.989 





. 







m 







AT 100% SATURATION 



5.363 



(6. 04) 



(6.05: 



(5.76 



(5.76) 



(5.31) 



(4.48) 



(4.05) 





POROSITY, °/o 



[86. k) 



85.7 



(85.8) 



(85.3 



(85.3) 



(84.o) 



(81.7) 



(80 31 





SATURATION, % 



- 



100+ 

















LIQUID LIMIT 



- 



- ■ 



- 



- 



- 



- 



- 



- 





PLASTIC LIMIT 



- 



- 



- 



- 



- 



. 



- 



_ 





LIQUIDITY INDEX, % 



- 



- 



- 



- 



- 



- 



. 



_ 





PLASTICITY INDEX 



- 



- 



- 



- 



- 



- 



- 



. 





COMPRESSION INDEX 



FROM LL 



- 



- 



- 



- 



- 



- 



- 



- 





FROM e-log p 



- 



- 



- 



_ 



_ 



. 



_ 



.. 





SLUMP,% 



- 



- 



- 



. 



. 



. 



_ 



_ 





COMPRESSIVE 

 STRENGTH 



"UNDISTURBED". PSI 



- 



- 



- 



- 



- 



- 



- 



. 





REMOLDED, PSi 



- 



- 



- 



- 



- 



- 



. 



_ 





REMOLDING SENSITIVITY 



- 



- 



- 



- 



- 



. 



_ 



_ 





COHESION 



PSI 



- 



- 



- 



. 



_ 



_ 



_ 



_ 





3 cm " 2 



- 



- 



- 



. 



_ 



_ 



. 







ACTIVITY 



- 



- 



- 



- 



- 



- 



. 



_ 





MODULUS OF ELASTICITY, PSi 



- 



- 



- 



- 



- 



- 



- 



- 





GRAIN MEDIAN DlA. 



phi 



S.h 



9.1 



9.2 



9.3 



9.5 



9.h 



9.3 



9.6 





microns 



1.5 



1.8 



1.7 



1.6 



1.4 



1.5 



1.6 



1.3 





SAND,% > 60/4 < Emm 



2 



1 



1 



1 



1 



1 



2 



2 





SILT, % >Z /a<60/U 



39 



hi 



4o 



38 



4o 



4o 



4o 



41 





CLAY, % < Zjx 



5? 



52 



5? 



61 



59 



59 



58 



57 





SEDIMENT TYPE 









Silt 



y Claj 















Vane "undisturbed", psi 

 Shear "undisturbed", gem" 2 

 strength remolded, psi 

 Vane Sensitivity 



- 



0.20 



- 



- 



- 



. 



. 



- 





- 



14.1+ 



- 



- 



_ 



. 



_ 



_• 





- 



0.05 



- 



- 



- 



- 



- 



- 





- 



3-9 



- 



- 



- 



- 



- 



- 



























































































































135 



