MATEC Web Conf.
Volume 73, 2016XV International Conference “Topical Problems of Architecture, Civil Engineering, Energy Efficiency and Ecology – 2016”
|Number of page(s)||7|
|Section||Buildings and Structures, Foundations and Underground Constructions, Bridges, Highways and Tunnels|
|Published online||11 August 2016|
Allowance for Sequence of Mass Concrete Dam Erection on Soils During its Stress-strain Analysis
St.-Petersburg State Polytechnical University, Politechnicheskaya St., 29, St. Petersburg, 195251, Russian Federation
* Corresponding author: firstname.lastname@example.org
The following are the research results made both at lengthwise and width directions with and without accounting sequence of a section erection. Calculations were performed in the maths laboratory of «B.E. Vedeneev VNIIG» with software assistance. The main aim of the study is to search for the optimal stress-strain behavior of the dam in terms of forming minimal tension in concrete.
© The Authors, published by EDP Sciences, 2016
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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