Research Article

Mechanical Properties and Shrinkage of Ultrahigh-Performance Concrete Containing Lithium Carbonate and Nano-Calcium Carbonate

Figure 7

Effects of LC and NC combined additives on the autogenous shrinkage of UHPC (C0 = 0% LC and 0% NC; C5 = 0.1% LC and 2% NC; C6 = 0.1% LC and 3% NC; C7 = 0.1% LC and 4% NC; h = hour).