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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| Altri autori: | , , |
| Natura: | article |
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2017
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| Soggetti: | |
| Accesso online: | http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000182 http://dspace.utpl.edu.ec/handle/123456789/19219 |
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