High-fluidization and early strength cement mortar (HECM) has been widely adopted in various fields of civil engineering. Due to the complexity of the engineering environment, sulfate corrosion cannot be ignored for the HECM. Although the effect of sulfate on the properties of the cement-based materials has been addressed, the degradation mechanisms of the HECM in the case of sulfate corrosion are not clear because of the distinct characteristics of the HECM (e.g., early strength and high fluidization) compared with conventional cement-based materials. Hence, considering the more complex corrosion process of magnesium sulfate, the early flexural and compressive strength of the HECM in the case of different magnesium sulfate concentrations and testing ages are investigated in this study. Moreover, the effects of magnesium sulfate concentrations and corrosion times on the microstructure and hydration products of the HECM are analyzed via a Scanning Electron Microscope (SEM) test, an X-ray diffraction (XRD) test, and a Differential Scanning Calorimeter (DSC) test. Finally, the influence mechanisms of the magnesium sulfate on the early strength formation of the HECM are analyzed to reveal the degradation mechanisms of the HECM.
Geomaterial mechanical parameters are critical to implementing construction design and evaluating stability through feedback analysis in geotechnical engineering. The back analysis is widely utilized to identify and calibrate the geomaterial mechanical properties in geotechnical engineering. This study developed a novel back-analysis framework by combining a reduced-order model (ROM), grey wolf optimization (GWO), and numerical technology. The ROM was adopted to evaluate the response of the geotechnical structure based on a numerical model. GWO was used to search and identify the geomaterials properties based on the ROM. The developed back analysis framework was applied to a circular tunnel and a practical tunnel for determining the mechanical property of the surrounding rock mass. The results showed that the ROM could be an excellent surrogated model and replaced it with the numerical model. The obtained geomaterial properties were in excellent agreement with the actual properties. The deformation behavior captured by the developed framework was consistent with the theoretical solution in a circular rock tunnel. The developed framework provides a practical, accurate, and convenient approach for calibrating the geomaterial properties based on field monitoring data in practical geotechnical engineering applications.
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