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The stress-strain state of underground pipelines three-dimensional seismic loading in the form of a damped sinusoid is studied. The results of the variation of the normal and tangential stresses as… Click to show full abstract
The stress-strain state of underground pipelines three-dimensional seismic loading in the form of a damped sinusoid is studied. The results of the variation of the normal and tangential stresses as well as the intensity of the normal and tangential stresses as a function of time, coordinate, and earthquake magnitude are presented.
Keywords:
underground pipelines;
seismic loading;
arbitrary direction;
pipelines arbitrary;
seismodynamics underground
Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2018
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Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2018
Link to full text (if available)
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recommendations!