Analysis of the base of a reclamation dam when operating in a pressure variable mode
DOI:
https://doi.org/10.28983/asj.y2021i8pp82-86Keywords:
hydromeliorative dam, pressure-variable mode, software systems, mathematical modeling and analysisAbstract
A calculation was carried out and a numerical modeling of the foundation of an hydromeliorative dam was carried out during its operation in a pressure-variable mode, using the MIDAS GTX NX software package, by building a computational model based on the real engineering-geological state of the object, when horizontal stresses (kN/m2) depending on the variable water level in the upstream and downstream, a mathematical model of the process is obtained from the named factors and the degree of influence of each of them is revealed.
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