Table 4. Continued. 

















Carbonate 











































Carbon/ 



Original 











Plas- 







Effective 



Vane Shear Strengt 









Sediment 













Carbon 



Water 

 Content , 



Specific 



Void 

 Ratio, 



Limit 



Plastic 

 Limit, 



ticity 



Index, 





Unit 



Overburden 













Sedi 



ent 



% 



■1. 



% 



ity 



Weight, V 



Pressure, F 



Original, 



Remolded 



Sensi- 



c/F 



Station 





Dept 



(cm) 



Sand 



Silt 



Clay 



Content ('/.) 



W 



G s 



' 



LL 



PL 



PI (7.) 



Index, LI 



(gm/cn.3) 



(gm/cm 2 ) 



c (gm/cm 2 ) 



(gm/cm2) 



tivity 



Ratio 





Abyssal 



5 



12 











156 



. 



4.00 



109 



47 



62 



177 



1.31 



2.5 



20.8 



6.2 



3.4 



8.3 



PT 



Plain 











































Abyssal 







10 











188 





4.89 



127 



53 



74 



185 



1.27 



1.2 



8.4 









7.0 



Q 



Plain 



20 



30 









- 



175 





4.55 



148 



53 



95 



130 



1.29 



6.6 



136.2 



27.6 



4.9 



20.6 







40 



50 



5 



19 



76 



0.69/0.87 



153 



2.60 



3.97 



121 



45 



76 



142 



1.32 



12.6 



63.6 



18.7 



3.4 



5.0 





Abyssal 



9 



18 











136 





3.53 



107 



50 



57 



153 



1.35 



4.5 



33.6 



8.9 



3.8 



7.5 



QT 













































Continental 



10 



20 



61 



12 



27 



4.46/0.74 



80 



2.64 



2.12 



61 



36 



25 



183 



1.53 



7.6 



22.7 



7.8 



2.9 



3.0 



R-l 



Terrace 



50 



60 











55 





1.45 











1.67 



33.6 



19.8 



4.7 



4.2 



0.6 







90 



100 



24 



24 



52 



0.73/2.10 



86 



2.57 



2.22 



90 



41 



49 



94 



1.49 



52.4 



294.8 



71.8 



4.1 



5.6 





Continental 







9 











59 





1.57 











1.65 



2.8 



11.0 



2.1 



5.2 



3.9 



R-2 





9 



19 

 29 

 39 ■ 

 49 • 

 59 

 69 - 



19 

 29 

 39 

 49 

 59 

 69 

 79 











56 

 55 

 51 

 47 

 43 

 60 

 55 



; 



1.50 

 1.48 

 1.36 

 1.24 

 1.13 

 1.35 

 1.46 



39 



40 



34 



41 



\ 



\ 





1.66 

 1,67 



1.70 

 1.74 

 1.78 

 1.71 

 1.67 



8.9 

 15.4 

 22.2 

 29.4 

 37.0 

 43.9 

 50.4 



26.0 

 16.6 

 18.8 

 28.2 

 27.0 

 26.0 



4.2 

 3.2 

 2.1 

 2.1 

 2.1 

 3.1 



6.2 

 5.2 

 9.0 

 13.4 

 12.9 

 8.4 



2.9 

 1.1 

 0.8 

 1.0 

 7 

 0.6 







- 



10 



84 



5 



11 



4.90/0.98 



68 



2.66 



1.82 











1.59 



2.8 



12.5 



1.6 



7.8 



4.5 



R-3 



Terrace 



10 - 

 20 • 

 30 - 



40 - 



20 



40 

 50 









: 



51 

 50 



46 

 46 



\ 



1.35 

 1.34 

 1.24 

 1.23 











1.71 

 1.71 

 1.75 

 1.75 



9.7 

 16.6 

 23.9 



312 



20.8 

 16.6 

 25.0 

 32.3 



2.1 

 2.1 

 2.6 

 3.2 



9.9 

 7.9 

 9.6 

 10.1 



2.1 

 1.0 

 1.0 

 1.0 







50 - 



60 



83 



5 



12 



4.54/0.53 



40 



2.67 



1.06 











1.81 



39.1 



28.1 



4.2 



6.7 



0.7 







60 - 



68 



' 









42 





1.11 









- 



1.79 



46.0 



42.8 



3.2 



13.4 



0.9 





Continental 



19 



29 









. 



48 



. 



1.27 





. 







1.74 



17.3 



18.7 



4.2 



4.5 



1. 1 



R-4 



Terrace 



69 ■ 

 79 • 

 89 - 



79 

 89 



99 











39 

 47 

 67 





1.06 

 1.20 



1.71 



36 

 58 









1 81 

 1.71 

 1.58 



56.8 

 63.7 

 69.3 



30.2 

 113.5 

 167.0 



4.2 

 6.3 

 6.3 



7.2 

 18.0 

 26.5 



0.5 

 1.8 

 2.4 



