z-logo
open-access-imgOpen Access
STRESS-DEFORMED STATE OF THE FOUNDATION OF HYDRAULIC STRUCTURES AT CONTROLLED COMPENSATION DISCHARGE
Author(s) -
А. С. Бестужева,
И. В. Чубатов
Publication year - 2021
Publication title -
international journal for computational civil and structural engineering
Language(s) - English
Resource type - Journals
eISSN - 2588-0195
pISSN - 2587-9618
DOI - 10.22337/2587-9618-2021-17-4-60-72
Subject(s) - foundation (evidence) , finite element method , deformation (meteorology) , stress (linguistics) , structural engineering , mortar , base (topology) , geotechnical engineering , work (physics) , cracking , engineering , computer science , mechanics , mechanical engineering , materials science , mathematics , physics , composite material , mathematical analysis , linguistics , philosophy , archaeology , history
Nnumerical simulation of the process of injection of mortar into the thickness of the sandy base during the work on lifting and leveling the structure by the method of compensatory injection is carried out. An author's program has been developed that implements the finite element method (FEM) in a spatial formulation, taking into account the elastic-plastic nature of soil deformation, in which a special element in the form of a spheroid has been developed to describe the expanding area at the location of the injector, which changes its volume during the injection of mortar. During the verification of the program, the results of mathematical modeling were compared with the data of a physical experiment conducted by PhD Luca Masini from the University of La Sapienza (Rome, Italy). Numerical modeling of the stress-strain state of the base of the structure during repair work is considered by the example of lifting the foundation plate of the Zagorskaya PSPP-2. A number of tasks are being solved related to minimizing the number of injection columns, their location, the pitch of the cuffs, the selection of portions of the injected solution, taking into account the requirements for uniform lifting of the foundation plate in order to avoid additional cracking.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here