+600 +400 



Hoop Direction 



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



Strain (^inVin.) Axial Direction 



Figure 11. Uniaxial compressive tests of continuously fog-cured concrete for 5.6 years. 



10,000 p 



Ocean-cured concrete 

 8,000 - 



average of 1 5 specimens 



+600 +400 



Hoop Direction 



+200 -1,000 -2,000 -3,000 



Strain (/jin./in.) Axial Direction 



Figure 12. Uniaxial compressive tests of ocean-cured concrete for 5.6 years. 



17 



