Bearing Capacity Analyses for the Great Belt East Bridge Anchor Blocks

@inproceedings{f204c7f01d1211debddb000ea68e967b,

title = “Bearing Capacity Analyses for the Great Belt East Bridge Anchor Blocks”,

abstract = “This paper presents a comparison between different methods of bearing capacity analyses: Upper Bound Method. Limit Equilibrium Analysis and Finite Element Analysis. For the Great Belt East Bridge anchor blocks it was concluded that these methods of calculation agree within 5\%. However, for cases where the bearing capacity is dominated by frictional materials, much higher differences should be expected.”,

keywords = “Bearing Capacity, Limit Equilibrium Analysis, Upper Bound Theory, BEAST, Finite Element Analysis, ABAQUS, Bearing Capacity, Limit Equilibrium Analysis, Upper Bound Theory, BEAST, Finite Element Analysis, ABAQUS”,

author = “S{\o}rensen, \{Carsten Steen\} and Clausen, \{Carl J. Frimann\} and Henrik Andersen”,

note = “PDF for print: 8 pp.; The International Symposium on Limit State Design in Geotechnical Engineering ; Conference date: 01-05-1993”,

year = “1993”,

language = “English”,

booktitle = “Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering”,

}