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Static and Dynamic Stresses in Pipeline Built on Damaged Foundation

Ivan Shatskyi, Andrii Struk, Maksym Vaskovskyi
Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series
2017, Volume 17, Issue 2, Pages 119-124
Doi: 10.1515/tvsb-2017-0036
A deformation model of the buried pipeline under complicated geotechnical conditions of local ground failureis proposed. The effect of displacement of discontinuities in failed ground on the stressed conditionand limited equilibrium of pressurized pipe has been studied.
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