Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
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Ivan Shatskyi,
Andrii Struk,
Maksym Vaskovskyi
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Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
2017, Volume 17, Issue 2, Pages 119-124
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Doi: 10.1515/tvsb-2017-0036
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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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