Microstructural and physicomechanical properties of mortars-based dredged sediment

Author:

Ez-zaki HassanORCID,Diouri Abdeljebbar

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference28 articles.

1. AFPC-AFREM. (1997). Methods recommended for measuring associated quantities with sustainability, Toulouse, France (in French).

2. Agostini, F., Davy, C. A., Skoczylas, F., & Dubois, T. (2010). Effect of microstructure and curing conditions upon the performance of a mortar added with treated sediment aggregates (TSA). Cement and Concrete Research, 40, 1609–1619. https://doi.org/10.1016/j.cemconres.2010.07.003 .

3. Al-Mukhtar, M., Beck, K. (2006). Physical-mechanical characterization of hydraulic and non-hydraulic lime based mortars for a French porous limestone. International Conference: Heritage, Weathering and Conservation.

4. ASTM C1437-07. (2007). Standard test method for flow of hydraulic cement mortar, ASTM International, West Conshohocken, PA.

5. Bisschop, J., & Van Mier, J. G. M. (1999). Quantification of shrinkage microcracking in young mortar with fluorescence light microscopy and ESEM. HERON, 44, 245–255.

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