Effect of Temperature Variationand type of Embankment Soil on Integral Abutment Bridges in Sudan

Article ID

42303

Effect of Temperature Variationand type of Embankment Soil on Integral Abutment Bridges in Sudan

Eltayeb Hassan Onsa
Eltayeb Hassan Onsa Omuramn Islamic University
Anwar Adam Ahamed
Anwar Adam Ahamed
Ahmed Gasim Mahmoud
Ahmed Gasim Mahmoud
DOI

Abstract

The integral-abutment bridge (IAB) concept was developed at least as far back as the 1930s to solve long-term structural problems that can occur with conventional bridge designs. Due to limited funding sources for bridge maintenance, it is desirable to establish strategies for eliminating joints as much as possible and converting/retrofitting bridges with troublesome joints to jointless design. IABs or jointless bridges have many advantages over full height abutment. They eliminate expansion joints in bridge superstructures and simplify design, detailing, and construction. Despite the recognized benefits, the behavior of such structures is not yet fully understood, and nationally adopted design criteria are still lacking.

Effect of Temperature Variationand type of Embankment Soil on Integral Abutment Bridges in Sudan

The integral-abutment bridge (IAB) concept was developed at least as far back as the 1930s to solve long-term structural problems that can occur with conventional bridge designs. Due to limited funding sources for bridge maintenance, it is desirable to establish strategies for eliminating joints as much as possible and converting/retrofitting bridges with troublesome joints to jointless design. IABs or jointless bridges have many advantages over full height abutment. They eliminate expansion joints in bridge superstructures and simplify design, detailing, and construction. Despite the recognized benefits, the behavior of such structures is not yet fully understood, and nationally adopted design criteria are still lacking.

Eltayeb Hassan Onsa
Eltayeb Hassan Onsa Omuramn Islamic University
Anwar Adam Ahamed
Anwar Adam Ahamed
Ahmed Gasim Mahmoud
Ahmed Gasim Mahmoud

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Eltayeb Hassan Onsa. 2015. “. Global Journal of Research in Engineering – E: Civil & Structural GJRE-E Volume 15 (GJRE Volume 15 Issue E3): .

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Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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GJRE-E Classification: FOR Code: 090502
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Effect of Temperature Variationand type of Embankment Soil on Integral Abutment Bridges in Sudan

Eltayeb Hassan Onsa
Eltayeb Hassan Onsa Omuramn Islamic University
Anwar Adam Ahamed
Anwar Adam Ahamed
Ahmed Gasim Mahmoud
Ahmed Gasim Mahmoud

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