Research Article

Nanostructural Deformation Analysis of Calcium Silicate Hydrate in Portland Cement Paste by Atomic Pair Distribution Function

Figure 2

Strain change of the CH phase and the average strain of the other composed phases as a function of the applied compressive stress. The strains are derived from the Bragg peak shift. The average error bars are and , respectively. The lineally approximated lines are presented in solid lines.