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Failure mechanisms of a spudcan penetrating next to an existing footprint 被引量:5
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作者 Vickie Kong Mark J.Cassidy Christophe Gaudin 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2015年第2期64-68,共5页
Reinstallation of mobile jack-up rigs next to existing footprints is a problematic operation because the spudcan located near the footprints is subjected to eccentric and/or inclined loading conditions. Geotech- nical... Reinstallation of mobile jack-up rigs next to existing footprints is a problematic operation because the spudcan located near the footprints is subjected to eccentric and/or inclined loading conditions. Geotech- nical centrifuge studies have measured these loads for combinations of changing footprint geometry, footprint soil properties and the offset of the reinstallation from the footprint centre. These tests have been of full model spudcans in order to accurately measure the combined loads developed. They have not provided information on the mechanisms of failure occurring during this complex installation. Ob- servations from a visualisation test, where a half spudcan is penetrated against a transparent window in a geotechnical centrifuge, are reported in this paper. The mechanisms of failure at different stages during the nenetrntirm are nr^nted 展开更多
关键词 Jack-up Footprint Combined loading Spudcan Offshore geotechnics
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