Numerical analysis and monitoring of an embankment dam during construction and first impounding dam during construction and first impounding

Monitoring embankment dams is of crucial importance. In earth dams, the pore pressures, earth pressures, and displacements occurring during construction and function are measured at the time of the rst impounding and exploitation by installing essential instruments, and so the damʹs performance is evaluated and analyzed. Scope of the present research is the evaluation of Siah-Sang Dam performance through the results of instruments and back analysis, conducted by FLAC software. The Mohr-Coulomb elasticplastic model has been considered as the behavioral model of the dam, and the eect of the upstream shellʹs materials deformation has been modeled at the time of the initial impounding. Following that, comparing the results of the numerical analysis with the measured values indicates that there is a proper consistency between these two values. Moreover, it was observed that the damʹs performance was suitable regarding the created pore water pressure, displacements, and stresses in the construction period as well as during the rst impounding. In addition, susceptibility of the hydraulic fracturing was assessed by calculating the arching ratio. It was concluded that this dam is secure in comparison with the behavior of other similar dams in Iran and the world.