10,000 



On-land field- 

 cured concrete 



fSOO +600 +400 



Hoop Direction 



f200 -1,000 -2,000 -3,000 



Strain (/jin./in.) Axial Direction 



Figure 13. Uniaxial compressive tests of on-land field-cured concrete for 5.6 years. 





1 1 

 average of two specimens ^ y 



8,000 



- On-land field-cured / 





concrete / 



6,000 



' / ' 



4,000 



- / 



2,000 



. 





1 Specimens were 6 x 12-in. 





/ cast cylinders. 

 / 1 1 



-1,000 -2,000 -3,000 



Axial Strain (/jin./in.) 



Figure 14. Uniaxial compressive tests of on-land field-cured 

 concrete for 90 days (from Ref 5). 



