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What is Bridge Pier Pile Foundation Assessment about?

This paper discusses the geotechnical assessment of Pier 5 of the A14 Orwell Bridge, which is undergoing bearing replacement due to observed defects. The assessment involved back analysis of a pile load test using PLAXIS to evaluate the bearing capacity of the foundation, as well as analyzing the load deformation response of the pile group using PIGLET and REPUTE software. The findings aim to ensure the safety and serviceability of the foundation during the temporary loading conditions imposed by the mainte

Author

Asif Khanzada

Language

EN