Effectiveness of displacement compensation units for integral abutment bridges
Author:
Affiliation:
1. Rubber Research Institute of Malaysia, Malaysian Rubber Board, Selangor, Malaysia
2. Department of Civil, Environmental and Geomatic, University College London, London, UK
Funder
Malaysian Rubber Board
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2024.2352480
Reference35 articles.
1. Evaluation on the behavior of abutment–pile connection in integral abutment bridge
2. Time-Dependent Behavior of Continuous Composite Integral Abutment Bridges
3. BA42/96. (2003). The design of integral bridges BA42/96 (Amendment). The Stationery Office.
4. Bakeer, R. M., Mattei, N. J., Almalik, B., Carr, S., & Homes, D. (2005). Evaluation of DOTD semi-integral bridge and abutment system. In Final Report FHWA/LA.05/397. Louisiana Transportation Research Center.
5. BS ISO 17892-9. (2018). BS EN ISO 17892-9:2018 Geotechnical investigation and testing—Laboratory testing of soil Part 9: Consolidated triaxial compression tests on water saturated soils.
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