Stress-strain state of the Yumaguzinsky hydroelectric dam
نویسندگان
چکیده
Introduction. The stone-and-earth dam of the Yumaguzinskiy hydroelectric complex on Belaya river is constructed in complicated geological conditions heterogeneous foundation. results computational research stress-strain state (SSS) dam, carried out for variant an earth with central core are presented. When calculating deflected mode dams, real structure ground characterized by its relation elastic and plastic bonds should be taken into account. change this takes place along stresses reflected values coefficient relative strength coefficients reliability. safety can used to judge dam. Materials methods. was determined basis energy model developed L.N. Rasskazov. area selected fragment has been divided single-type elements; a triangular grid finite element method adopted, means which soil foundation have described. Results. Numerical calculations shown that when water level reservoir rises forced retaining character stress distribution σxx changes. At base uppermost buttress prism at boundary there appears small positive values, largest obtained transition zone. entire hydrostatic load transferred pressure face and, consequently, work external forces internal deformation element, causing concentration it. zone material follow deformations core, resulting development tensile core. Therefore, increasing stiffness less correspondingly nature σyy symmetrical. Conclusions. Increasing rigidity entails elimination arch effect, particularly noticeable lower levels. For reason use skeleton desirable.
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ژورنال
عنوان ژورنال: Stroitel’stvo: Nauka i Obrazovanie
سال: 2023
ISSN: ['2305-5502']
DOI: https://doi.org/10.22227/2305-5502.2023.2.4