AREA D CORE 2 



CRUISE: 1958. SONIC DEPTH, UNCORRECTEDi llOOfmS. COREfli 80 lb. 



Gravity Phlsger 

 APPROX. CORER PENETRATIONi 36 IN. CORE: 12 in. LONG, OIAM. I.37 in. 



SAMPLE NUMBER I i 



2 



3 



k 



5 









DISTANCE FROM TOP OF CORE, in 



0-2 



2-U 



k-6 



6-8 



8-9 









WET UNIT WEIGHT- 



lb ft" 3 



93.2 



98.I 



99.0 



95-8 



- 









gem -3 



1.1+9 



1.57 



1.59 



1.53 



- 









SPECIFIC GRAVITY OF SOLIDS 



2.801 



2.809 



2.8l8 



2.797 



- 









WATER CONTENT, % DRY WEIGHT 



91.13 



76.59 



71.23 



77.66 



- 









VOID RATIO 



DETERMINED IN LAB. 



2. 507 



2.157 



2.ote 



2.21+0 



- 









AT 100% SATURATION 



2.553 



2.151 



2.007 



2.172 



- 









POROSITY, y'o 



72.1 



<&.3 



•S7.1 



69.I 



- 









SATURATION, % 



9U.7 



99-7 



9«.3 



97.0 



- 









LIQUID LIMIT 



51 



h 





V>.9 











PLASTIC LIMIT 



ko 



h 





13.6 











LIQUIOITY INDEX, % 



1268 



905 



513 



620 



- 









PLASTICITY INDEX 



11 









6.3 











COMPRESSION INDE) 



, FROM LL 







37 





0.3 











FROM e-109 p 



- 



- 



- 



- 



- 









SLUMP, % 



2.75 



0.20 











- 









COMPRESSIVE 

 STRENGTH 



"UNDISTURBED", PSi 



0.83 



• 2.75 



3.29 



3.37 



- 









REMOLDEO, PSI 



- 



- 



- 





- 









REMOLDING SENSITIVITY 



- 



- 



- 



- 



- 









F ps i 



oM 



1.38 



1.65 



I.69 



- 









| 9 cm -2 



30.9 



97.0 



116.0 



118.8 



- 









ACTIVITY 







11 





0.29 











MODULUS OF ELASTICITY, PS'l 



7-6 



22.9 



33.3 



56.2 



- 









GRAIN MEDIAN OIA. 



phi 



5 



9 





5-5 











microns 



If 



i.5 





22.1 











SAND, % > 60/4< Emm 



2 



3 





33 











SILT , % >Z M<60M 



1* 



2 





1*5 











CLAY, % < 2/A 



* 



5 





22 











SEDIMENT TYPE 



Sand 



- Silt 



- ClajJ 











1 



121 



