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Keywords: shearwater
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Proceedings Papers

Paper presented at the Offshore Site Investigation and Geotechnics: Confronting New Challenges and Sharing Knowledge, September 11–13, 2007
Paper Number: SUT-OSIG-07-359
.... The actual foundation design limited cone penetration test (CPT) point resistance, qc, to 44.5MPa due to the presence of weaker layers in the CPT profile. The platform was de- signed and built by Kvaerner John Brown. Installation was by Heerema with pile monitoring by TNO. 2.2 Shearwater A (1997) Shearwater...

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