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U.S. Department of Energy
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Seismic analysis of buried pipeline networks

Thesis/Dissertation ·
OSTI ID:5590854
There is a long history of damage to underground pipelines due to earthquakes. An up-to-date overview of over 100 technical papers in the area of experimental sand field observations is provided. Important soil parameters which control the damage behavior of the pipelines were identified. It is concluded that more experimental and field data are needed before seismic resistant design regulations for the pipelines can be realistically formulated. Rubber gaskets are used in ductile cast iron pipelines to provide water tightness of the joint and sufficient flexibility in the pipelines to mitigate damage caused by earth settlement and earthquake ground motion. Evaluation of the bending mechanism reveals that the amount of the joint resistance depends on 1) mechanical properties of the rubber gasket, and 2) geometry of the gasket and spigot of the joint. For a buried pipeline network, its external loads usually come from the relative motion of two points on the pipeline due to the differential ground motion. Inertia effect is ignorable if the pipeline moves with the ground. The rubber-gasket jointed pipeline provides the best system of eliminating the inertia effect in the pipeline. Damage of the buried pipeline can be reduced by 1) increasing the depth of embedment, 2) placing the pipeline in a uniform embedment circumstance, 3) avoiding the build-up of large mass in the pipeline network, and 4) installing rubber gasket joints between connections.
OSTI ID:
5590854
Country of Publication:
United States
Language:
English

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