
Analysis of the base of a reclamation dam when operating in a pressure variable mode
Author(s) -
Fyarid Kinzhaevich Abdrazakov,
V. G. Degtyarev,
N. V. Kozhenko
Publication year - 2021
Publication title -
agrarnyj naučnyj žurnal
Language(s) - English
Resource type - Journals
eISSN - 2587-9944
pISSN - 2313-8432
DOI - 10.28983/asj.y2021i8pp82-86
Subject(s) - variable (mathematics) , upstream (networking) , base (topology) , mode (computer interface) , foundation (evidence) , research object , state variable , software , software package , engineering , geotechnical engineering , computer science , mathematics , geography , physics , mathematical analysis , telecommunications , archaeology , regional science , thermodynamics , programming language , operating system
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.