I. Shatskyi, A. Struk, M. Vaskovskyi
Dec 1, 2017
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series.
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.