Thermal behavior of IDOT integral abutment bridges and proposed design modifications.
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2013-05-01
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Abstract:The Illinois Department of Transportation (IDOT) has increasingly constructed integral abutment bridges (IABs) ; over the past few decades, similar to those in many other states. Because the length and skew limitations ; currently employed by IDOT have not necessarily been based on rigorous engineering analyses, an extensive 3- ; D parametric study has been performed, complemented by installation of field monitoring equipment on two ; recently constructed bridges, to potentially expand the use of IABs in Illinois. Some notable findings from this ; study include: (1) IAB configuration with extreme skew (> 60°) can perform well with proper detailing; (2) H-pile ; webs oriented parallel to the longitudinal axis of the bridge, regardless of skew, substantially reduces weak-axis ; bending; (3) compacted backfill reduces pile stresses; (4) live loads affect thermally induced pile stresses; (5) ; longer intermediate spans tend to increase pile stresses; and (6) time-dependent behaviors, such as concrete ; shrinkage, may significantly influence maximum pile stresses. Based on these findings, a more rigorously ; developed set of recommendations for maximum IAB lengths and skews in Illinois are proposed.
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Main Document Checksum:urn:sha-512:39119075a6442b26203ca953f0bb415d3deb06ba720c3022b02bd056b1947878c086b2228178493c07da5e2420c2becc0d0bf79ccc1bf3445cf4a4c9b5012642