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An investigation into the vertical bearing capacity of perforated mudmats
2005The optimal design of a mudmat foundation for a seabed structure maximizes the ratio of vertical compression to pullout capacity, which can be achieved by adding perforations. This paper describes an investigation led by Technip in which solid and perforated mudmats were installed into soft clay.
D White +5 more
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VERTICAL BEARING CAPACITY OF SHEET-PILE BY LOADING TESTS
Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), 2019Atsuo OMURA +6 more
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Undrained vertical bearing capacity of perforated shallow foundations
2015L Tapper, C Martin, B Byrne, B Lehane
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