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When buried pipe fails, it is expensive to dig up and repair.
The physical model involves a buried pipe installed in granular material subjected to strip surface loading.
The length of the buried pipe cannot be calculated by manual calculation.
For that purpose a glass-fiber reinforced (GRP) buried pipe under a transverse load was analyzed.
Buried pipe defect classification is thus a practical and important pattern classification problem.
First, a nonlinear finite element model is established to simulate buried pipe networks that are subjected to earthquakes.
Moreover, the value engineering (VE) is used to evaluate the tech-economic performance of the buried pipe.
In addition, ring bending for buried pipe tends not to be included specifically in steel pipe design.
The model described in the preceding two manuscripts in this series has been extended to the case when a fluid in laminar flow inside a buried pipe freezes.
Buried pipe codes deal with earthquakes, but wind and other elements only operate on the above-ground facilities, which are generally within a building.
Similar(1)
The prevailing theory, denied by ExxonMobil officials, is that the raging water itself broke a poorly-buried pipe by throwing debris.
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