AREA c 



CRUISEi 



CORE 20 



1958 . SONIC 



DEPTH 



1*8 1 



, UNCORRECTED! 



380 (ms. CORERi ■ 



50 ib. Pieton 

 Kullenberg 

 in. 



APPRO*. 



COREF 



PENETRATIONi 



N. CORE: 22 in. LONG, DIAM. I.87; 



SAMPLE NUMBER 



1 



2 



3 



4 



5 



6 



7 



8 



9 



DISTANCE FROM TOP OF CORE, in 



0-2 



Z-k 



k-6 



6-8 



8-10 



10-12 



12-14 



14-16 



16-18 



WET UNIT WEIGHT 



lb ft" 3 



80.2 



81.0 



- 



84.6 



87.5 



- 



99." 



95.0 



-- 



gem -3 



1.28 



1.30 



- 



1.35 



1.1*0 



- 



1.6c 



1.52 



- 



SPECIFIC GRAVITY OF SOLIDS 



2.786 



2.815 



- 



2.831 



2.813 



- 



2.76- 



2.846 



_ 



WATER CONTENT, % DRY WEIGHT 



173.57 



171.93 



- 



142.02 



II8.87 



- 



78.7c 



88.97 



_ 



VOID RATIO 



DETERMINED IN LAB. 



4.917 



If. 882 



- 



4.051 



3.386 



- 





2.532 



_ 



AT 100% SATURATION 



4.836 



4.84o 



- 



4.021 



3.344 



- 



2.176 



2.532 



. 



POROSITY, °/o 



83.I 



83.0 



_ 



80.2 



77.2 



- 



68.5 



71.7 



_ 



SATURATION, % 



98.3 



99-1 



- 



99-2 



98.7 



- 



100 



100 



_ 



LIQUID LIMIT 





89 







68 







54 





PLASTIC LIMIT 





36 







29 







25 





LIQUIDITY INDEX,% 



260 



256 



- 



290 



230 



- 



185 



221 



_ 



PLASTICITY INDEX 





53 







39 







29 





COMPRESSION INDE) 



FROM LL 





0.71 







0.52 







o.4c 



1 



FROM e-log p 



- 



. 



_ 



_ 



_ 



_ 



o r 6o 



- 



- 



SLUMP, % 



_ 



2.07 



- 



1.29 



. 



- 



. 



1.7C 



1 - 



COMPRESSIVE 

 STRENGTH 



"UNDISTURBED". PSI 



- 



0.31 



- 



0.79 



0.79 



. 



_ 



0.7: 



- 



REMOLDED, PSI 



- 



- 



- 



- 



0.26 



- 



- 





- 



REMOLDING SENSITIVITY 



- 



- 



- 



- 



3.0 



- 



- 



- 



- 



COHESION 



psi 



- 



0.16 



- 



0.1*0 



O.llO 



- 



- 



0.37 



. 



g cm "2 



. 



11.2 



. 



28.1 



28.1 



_ 



_ 



26.0 



_ 



ACTIVITY 





1.51 







1.39 







1.07 





MODULUS OF ELASTICITY, PS'l 



- 



- 



- 



- 



- 



- 



- 



4.5 



- 



GRAIN MEDIAN OIA. 



phi 





7.7 







4.4 







6.2 





microns 





4.9 







11.4 







-n.fi 





s a n d , % > 60/<< e m m 





13 







17 







7 





SILT, % >ZyU<60yU 





52 







55 







66 





CLAY, % < Z/X 





35 







28 







27 





SEDIMENT TYPE 



Claye; 



Silt 





Claj 



ey Si 



Lt 



ClE 



jyey Si! 



,t 





£S Mica 



2 g Kaollnite 



' H MDntmorillonite-mic£ 



n 3. Chlorite 



<a N Quartz and Feldspar 



H?v 



H 



otp. 



- 



- 



- 





20. 





-. 



- 



- 



- 



- 



- 





10 





- 



- 



- 



- 



- 



- 





50 





- .. 



- 



- 



- 



- 



- 





10 





- 



- 



- 



- 



- 



- 





10 





- 



- 



- 



1 





































































































119 



