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The pipe soil interaction relationship was simulated by a series of elastic-plastic soil springs.
Recently, a new process for removing heavy metals, known as the perforated cathode pipe soil electrokinetic remediation (SEKR) system (PCPSS), was proposed and tested with Pb2+ and Zn2+.
Recently, we have developed a new generation of soil electro-remediation techniques known as the perforated cathode pipe soil electrokinetic remediation (SEKR) system (PCPSS) for heavy metal removal.
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Nonetheless, in 2008 the EPA drastically increased its standards for measuring airborne lead concentration, as a result of the realization that lead in the air unnecessarily contributes to an already nasty situation of highly accessible lead sources in our water pipes, soil and walls.
Critical buckling force is almost unaffected by pipe-soil interaction form, but the post-buckling response depends on pipe-soil interaction forms.
Pipe-soil interaction affects the upheaval buckling behavior of submarine pipelines.
For static design pipe-soil interaction must be known as accurate as possible.
The pipe-soil interaction model can be used not only in pre-buckling design but also in post-buckling control.
The three methods are considering the influences of frictional resistance of pipe-soil and pipe-mud concurrently.
We combine this buckling analysis with a detailed state-of-the-art nonlinear pipe-soil interaction model that accounts for the effect of lateral breakout resistance.
Seabed embedment by pipe-soil interactions has impacts on the structural boundary conditions for various subsea structures such as pipeline, riser, pile, and many other systems.
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