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Differential-scheme based micromechanical framework for unsaturated concrete repaired by the electrochemical deposition method

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Abstract

Most concrete structures repaired by the electrochemical deposition method (EDM) are not fully saturated in reality. Based on our latest work, a differential-scheme-based micromechanical framework is presented to predict the properties of unsaturated concrete repaired by the EDM. The equivalent matrix is reached by the micromechanical homogenization to the two-phase composite composed by the intrinsic concrete and unsaturated pores with different shapes. According to the multiphase micromechanical healing model which we presented recently, the three different states of the healing process in the saturated zone of the unsaturated concrete, including no healing, partial healing and complete healing, are quantitatively investigated by modifying the differential-scheme and the generalized self-consistent method with the obtained equivalent matrix. Modification procedures are utilized to rationalize the differential-scheme-based estimations for the repaired concrete in the dry state. Furthermore, predictions herein are compared with those of the existing models and available experimental results, thus illustrating the feasibility and capability of the proposed micromechanical framework. It is found that the predictions in this extension correspond to the experimental data better than those of our recent work.

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Chen, Q., Jiang, Z., Yang, Z. et al. Differential-scheme based micromechanical framework for unsaturated concrete repaired by the electrochemical deposition method. Acta Mech 228, 415–431 (2017). https://doi.org/10.1007/s00707-016-1710-6

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  • DOI: https://doi.org/10.1007/s00707-016-1710-6

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