Exploration of Mechanisms of Joint Deterioration in Concrete Pavements regarding Interfacial Transition Zone

<div>Weight change of beams for 600 freezing and thawing cycles (W/C ratio 0.4/0.5; silica fume content 0%, 3%, and 5%; 0.5–0% SF (S) sample with W/C = 0.5, 0% silica fume, soaked in NaCl).</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Exploration of Mechanisms of Joint Deterioration in Concrete Pavements regarding Interfacial Transition Zone 