Design and operation of an underwater pipeline trenching plough

An underwater trench 1·5 m deep was required for a pipeline shore crossing in the Canadian Arctic. At the site the sea bottom is soft mud, and the trench would be close to its limit of stability. It was decided to excavate the trench with a large plough, built to a new design which would avoid the d...

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Bibliographic Details
Published in:Géotechnique
Main Authors: Palmer, A. C., Kenny, J. P., Perera, M. R., Reece, A. R.
Format: Article in Journal/Newspaper
Language:English
Published: Thomas Telford Ltd. 1979
Subjects:
Online Access:http://dx.doi.org/10.1680/geot.1979.29.3.305
https://www.icevirtuallibrary.com/doi/pdf/10.1680/geot.1979.29.3.305