Bearing performance of offshore bucket foundation with internal cruciform skirt under combined loading
Author:
Affiliation:
1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, China;
2. DNV GL, Z1, Høvik, Norway
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2019.1657533
Reference32 articles.
1. Effect of Gapping on the Transient and Sustained Uplift Capacity of a Shallow Skirted Foundation in Clay
2. Numerical modelling of a hybrid skirted foundation under combined loading
3. The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading
4. The undrained capacity of skirted strip foundations under combined loading
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