Soil-structure interaction issues in integral abutment bridges

Author:

Alqarawi A.S.,Leo C.J.,Liyanapathirana D.S.ORCID,Hu P.ORCID

Funder

University of Western Sydney

Publisher

Elsevier BV

Reference34 articles.

1. Alqarawi, A. (2020), A Study on the Fundamental Behaviour of Soil-Structure Interaction and Mitigating Effects of EPS Geofoam Inclusions in Integral Abutment Bridges. PhD Thesis, Western Sydney University, Sydney, NSW, Australia.

2. A spreadsheet-based technique to calculate the passive soil pressure based on the log-spiral method;Alqarawi;Comput Geotech,2021

3. BA42/96 (2003). Design manual for roads and bridges, Vol. 1, Section 3, Part 12: The design of integral bridges: Amendment 1. UK Highways Agency.

4. Tables for the calculation of passive pressure, active pressure and bearing capacity of foundations;Caquot,1948

5. Cyclic loading of loose backfill placed adjacent to integral bridge abutments;Cosgrove;Int J Physical Modelling in Geotechnics,2003

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