Advances in the prediction of spudcan punch-through in double-layered soils
Author:
Funder
National Natural Science Foundation of China
Tianjin University
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science
Reference43 articles.
1. Undrained bearing capacity factors for conical footings on clay;Houlsby;Geotechnique,2003
2. New mechanism-based design approach for spudcan foundations on single layer clay;Hossain;J Geotech Geoenviron Eng,2009
3. Effect of strain rate and strain softening on the penetration resistance of spudcan foundations on clay;Hossain;Int J GeoMech,2009
4. Vertical bearing capacity factors for conical footings on sand;Cassidy;Geotechnique,2002
5. User guide for ABC - analysis of bearing capacity;Martin,2004
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1. Experimental modelling of spudcan penetration in spatially variable soils;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2023-06-21
2. Review of Structural Strength in the Event of a One-Leg Punch through for a Wind Turbine Installation Vessel;Journal of Marine Science and Engineering;2023-05-31
3. Machine learning regression approach for analysis of bearing capacity of conical foundations in heterogenous and anisotropic clays;Neural Computing and Applications;2022-10-18
4. Numerical Investigation on the Spudcan Penetration into Sand Overlying Clay Considering the Strain Effects;Applied Sciences;2022-07-25
5. Self-Adaptive Fuzzy Control Approach for Jack-up Rig Jacking System Based on Particle Swarm Optimization;IEEE Access;2022
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