An Improved Micromechanical Framework for Saturated Concrete Repaired by the Electrochemical Deposition Method considering the Imperfect Bonding

Figure 7

Comparison between the results obtained with the proposed model and those obtained experimentally [14] for the dynamic Young modulus in the dry state, with 1, 2, 3, and 4 representing results obtained with the first, second, third, and fourth types of ITZ.