A Comprehensive Numerical Based Case Study on Abutment-Foundation-Backfill Behavior of a Railway Bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00328-9.pdf
Reference55 articles.
1. Abbasi, D., Maleki, S.: Simplified Modeling of Integral Abutment Bridges for Seismic Analysis. Transp. Infrastruct. Geotech. 1-26, (2023). https://doi.org/10.1007/s40515-023-00277-3
2. Andrus, D.R., Stokoe, H.K.: Liquefaction resistance of soils from shear-wave velocity. J. Geotech. Geoenviron. Eng. 126(11), 1015–1025 (2000). https://doi.org/10.1061/(asce)1090-0241(2000)126:11(1015)
3. Argyroudis, A., Kaynia, M.A., Pitilakis, K.: Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls. Soil Dyn. Earthq. Eng. 50, 106–116 (2013b). https://doi.org/10.1016/j.soildyn.2013.02.014
4. Argyroudis, A.S., Mitoulis, A.S., Pitilakis D.K.: Seismic response of bridge abutments on surface foundation subjected to collision forces. In: Proceedings of 4th international conference on computational methods in structural dynamics and earthquake engineering (COMPDYN), Kos Island, Greece, 860-878 (2013a). https://doi.org/10.7712/120113.4563.c1465
5. Bozorgzadeh, A., Ashford, S.A., Restrepo, J.I.: Effect of backfill soil type on stiffness and ultimate capacity of bridge abutments. In: In Geotechnical Earthquake Engineering and Soil Dynamics IV, pp. 1–10 (2008). https://doi.org/10.1061/40975(318)168
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