Issue |
E3S Web of Conf.
Volume 410, 2023
XXVI International Scientific Conference “Construction the Formation of Living Environment” (FORM-2023)
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Article Number | 05002 | |
Number of page(s) | 10 | |
Section | Hydrotechnical Construction and Melioration | |
DOI | https://doi.org/10.1051/e3sconf/202341005002 | |
Published online | 09 August 2023 |
Investigation of the stress-strain state of a gravity dam made of cement-sandand gravel (CSG)
1 Moscow State University of Civil Engineering, Yaroslavskoye Shosse 26, Moscow, Russia
2 University of Technology, Baghdad, Iraq
* Corresponding author: sohaib85sabah@gmail.com
The article presents studies of the stress-strain state of a gravity dam of a homogeneous symmetrical profile made of cement-sandand gravel (CSG) on a rocky base. When performing computational studies, the method of full factorial experiment (PFE) was used. Based on this method, we take three variations factors the dam height, slope ratio, and the modulus of deformation of the dam. Calculations were carried out using the CRACK software package. The results allow us to optimize the dam profile (CSG) in a real project and evaluate the reliability of dam structures of this type.
Key words: Cemented sand and gravel dam (CSG dam) / stress-strain state / Theory of experiment planning / the method of full factorial experiment / Software package “CRACK
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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