AREA o CORE 9 



CRUISE: 1959 ■ SONIC 

 APPROX. CORER PENETRATION! 



)EPTH, UWCORRECTEDi 250 * ,„ 

 9k IN. CORE: 5 1 * in. LONG, t 



• CORERi 3°° lb. Gravity Hydroplaetlr 

 iam. 3.lOin. 





SAMPLE NUMBER 



1 



2 



3 



It 



5 



6 



7 



8 



9 



10 



36-to 



11 



12 



Iilt-li8 

 8I1.7 



13__ 



w.- 



51.7 

 85.7 





DISTANCE FROM TOP OF OOKE,!. 



0-U 



I1-8 

 ~8o.ii 



0-12 

 0O.3. 



12-16 

 80.5 



16.- 

 10.8 

 80.O 



20-2^ 

 80.7 



2'l-?8 



28-32 



32-36 



J+O-UU 



83.9 









lb f«"> 



79." 







1.27 



1.29 



._1;?2. 



1.2? 



1.29 

 192, I* 



1.29 



". (i 



• 7lT " 





-. 



1.3'i 

 2.727i 

 1U7.1I 



t 1J6 

 _.C2, 



_lWi.7< 



. .1.-37. 





SPECIFIC GRAVITY OF SOLIOS 



(° 



6aj_ 



2x685. 



187.5 



^2x7.01 

 185.08 



tUi__ 

 133-1 





WATER CONTENT, % ORY WEIGHT 



207 . 20 



203.10 



. 





167.00 



157.70 



155. '«, 





VOID RATIO 



DETERMINED IN LAB. 



- 



- 



K.99I1 



'1.993 



- 



zzi 



zz: 



(8/8) 



(~~T<7 



lino) 



- 



'i.oog 





AT 100% SATURATION 



( 5-.f*) 



I5-.VV) 



5.035 



5-027 



Cr.azj 





'1.013 

 " 80. ( 

 "100+ 



a? 7; 







POROSITY. °/o 



fy/?j 



'***" 



«3.3 



03. 3 



ay's) 





SATURATION, % 



- 





100+ 



100+ 





LIQUID LIMIT 



















— - 



— 



-J 













PLASTIC LIMIT 

















LIQUIDITY INDEX,7„ 



-— 







— 



_ — 



























----- 





ELASTICITY INOEX 





COMPRESSION INDEX 



FROM LL 













. 







— - 





-t- 



— - 



- — - 





FROM f-loo p 



- 



- 



- 



- 



- 



- 



- 





SLUMP, % 



~~ 



-— 



— . \ 









— 

















COMPRESSIVE 

 STRENGTH 



"UNDISTURBED". PSI 



. : 



.." 



' 



. " ... 





— - 







- 



- 





REMOLOEO, PSI 









— — 









REMOLOING SENSITIVITY 























COHESION 



PSI 







— 











— - 









9 c~-? 







... ?_-9. 

 1.9 



2 



W3 

 50 



..J9.-P 



2.0 

 

 .. "19 

 51 











ACTIVITY 











_2,2. 

 1.7 

 2 

 '•5 



53 



_..-.. 



— i- 



9.1 

 1.8 

 2 



. ''5. 

 53 





MODULUS OF ELASTICITY, PSI 



9.0 



.. 1-2 



l2.<? 



9.1 



. 1.6 

 2 



!•" 

 55 



?-l 

 1.8 

 2 



lie 



52 



'. .9.0 

 _ 2.0 



2 

 .. U7. 



51 



1.5 



1 



511 





GRAIN MEOIAN OIA. L^-! 





2.0 



i 

 50 " 



.1.6 



1. 

 "50 





SAND , % > 60/U< e m m 



2 

 «7" 



51 





SILT , % > 2 



M<*OM 









SEDIMENT TYPE 



SUty 



Clayei 









SI 



ty Cln 



' 

















Clny silt 









Vane "undisturbed", pel 

 Shear "undisturbed", gcm'^ 

 strength remolded, psi 

 Vane sensitivity 



- 



- 



o.?o 



0.19 



- 



- 



- 







- 



0.52 



- 



- 





-P" 



Zll 



l'>-3 

 0.05 

 3.9 



13.1 

 2 -9 





- 



- 



- 



..-_. 



- '-- 



36.3 

 0.16 

 a.3 



,.- 



- 











































- 





















































