Static and dynamic stresses in pipeline built on damaged foundation
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Vysoká škola báňská - Technická univerzita Ostrava
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Abstract
A deformation model of the buried pipeline under complicated geotechnical conditions of
local ground failure is proposed. The effect of displacement of discontinuities in failed ground on the
stressed condition and limited equilibrium of pressurized pipe has been studied.
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Subject(s)
buried pipeline, ground failure, kinematic perturbation, static and dynamic stress
Citation
Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 119-124 : il.