Soil-Steel Interaction of Long-Span Box Culverts—Performance during Backfilling

Author:

Flener Esra Bayoğlu1

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Architectural Engineering, Division of Structural Design and Bridges, The Royal Institute of Technology (KTH), Stockholm, SE100 44, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference19 articles.

1. Bakht B. (2007). “Evolution of the design methods for soil-metal structures in Canada.” Proc. 1st European Conf. Buried Flexible Steel Structures Ponzan Univ. of Technology Rydzyna Poland.

2. Bayoglu Flener E. (2003). “Field testing of a long-span arch steel culvert railway bridge over Skivarpsån Sweden—Part I.” TRITA-BKN Rep. No. 72 Dept. of Civil and Architectural Engineering Div. of Structural Design and Bridges Royal Institute of Technology KTH Stockholm Sweden.

3. Bayoglu Flener E. (2006). “Full-scale testing of two corrugated steel box culverts with different crown stiffness.” TRITA-BKN Rep. No. 93 Dept. of Civil and Architectural Engineering Div. of Structural Design and Bridges Royal Institute of Technology KTH Stockholm Sweden.

4. Bayoglu Flener E. (2007). “Full-scale testing of two corrugated steel box culverts with different crown stiffness: Part II.” TRITA-BKN Rep. No. 118 Dept. of Civil and Architectural Engineering Div. of Structural Design and Bridges Royal Institute of Technology KTH Stockholm Sweden.

5. Response of Long-Span Box Type Soil-Steel Composite Structures during Ultimate Loading Tests

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