New Way of Determining Soil Resistance to Underground Pipeline Deformation


Cite item

Full Text

Open Access Open Access
Restricted Access Access granted
Restricted Access Subscription Access

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

Supplementary files

Supplementary Files
Action
1. JATS XML

Copyright (c) 2016 Springer Science+Business Media New York