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...
Published in: | Géotechnique |
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Main Authors: | , , , |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
Thomas Telford Ltd.
1979
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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 |