New Way of Determining Soil Resistance to Underground Pipeline Deformation
- Authors: Dimov L.A.1, Dimov I.L.1
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Affiliations:
- OOO NIPIneftegazstroidiagnostika
- Issue: Vol 53, No 5 (2016)
- Pages: 312-316
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244053
- DOI: https://doi.org/10.1007/s11204-016-9404-6
- ID: 244053
Cite item
Abstract
This article examined soil resistance to longitudinal pipe displacement due to an external longitudinal force and elongation-contraction due to a temperature differential. A new way is proposed of analyzing soil resistance to changes in pipe length in response to a temperature differential. The results of experimental studies are presented. An area is described in which the obtained results may find application in the design and analysis of underground pipelines.
About the authors
L. A. Dimov
OOO NIPIneftegazstroidiagnostika
Email: smfe@mail.ru
Russian Federation, Velikii Ustyug
I. L. Dimov
OOO NIPIneftegazstroidiagnostika
Email: smfe@mail.ru
Russian Federation, Velikii Ustyug
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