Simplified lateral analysis of deep foundation supported bridge bents: Driven pile case studies

A simplified approach for modeling soil and foundation system supported bridge bents is applied to three bridges that represent three pile types and three superstructures. This point-of-fixity approach is applied by modeling the bridge bent substructure as an elastic frame. The models are compared w...

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Bibliografiske detaljer
Hovedforfatter: Kowalsky, M. (author)
Andre forfattere: Suarez Chacon, V. (author), Robinson, B. (author), Gabr, M. (author)
Format: article
Udgivet: 2017
Fag:
Online adgang:http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000182
http://dspace.utpl.edu.ec/handle/123456789/19219
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