TABLE 5. SENSITIVITIES OF FINE-GRAINED SEDIMENTS 



Percentage of "Undisturbed" 

 Sensitivity Description Strength Lost In Remolded State 



ca 1 



Insensitive 



1 - 2 

 2-4 



Slightly Insensitive 

 Medium sensitive 



4-8 



8-16 



16 - 32 



Very sensitive 

 Slightly quick 

 Medium quick 



32-64 

 > 64 



Very quick 

 Extra quick 













to 50 



50 



to 75 



75 



to 87.5 



87.5 



to 93.8 



93.8 



to 96.9 



96.9 



to 98.4 





> 98.4 



TABLE 6. SENSITIVITY OF SEDIMENTS 



Core 

 No. 



Compression 

 or Vane Test 



Sensltlvl 



Ity 



Location of 



Sample In Core 



On) 



A 31 



c 



1.6 





8-10 



B 85 

 B 87 



c 

 c 

 c 



2.2 

 2.9 

 3.0 





14-16 

 26-28 

 12-14 



C 16 c 3.1 8-10 



c 3.4 20-22 



C 18 c 1.7 14-16 



c 2.0 32-34 



C 19 c 1.9 14-16 



c 2/1 24-26 



D Ip c 2.2 4.5-9 

 c 2^^8 35.5-40 



E 46 c 2.6 12-14 



v 2.7 16-18 



V 2.2 28-30 

 c 3.6 30-32 



V 2.5 44-46 

 c 2.6 46-48 



43 



