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|
Modelling of Water-Saturated Grounds under a Curved Section of an Oil and Gas Pipeline
1 Industrial University of Tyumen, 625001 Volodarskogo str. 38, Tyumen, Russia
2 Tyumen State University, 625001 Semakova str. 10, Tyumen, Russia
* Corresponding author: firstname.lastname@example.org
The paper studies the influence of the oil and gas pipeline on the base of water-saturated soil in terms of external forces effect (from the pipeline). The developed mathematical model of stress-strain state of “the oil and gas pipeline and the grounds” system allows us to identify the maximum load resulting from the impact of a curved section of the pipeline on the base as well as the deformations occurring in the grounds.
© 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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