Numerical Study on the Effectiveness of Backfill Zone and Trenches in Mitigating Shallow Foundation Vibrations Caused by Passing Train
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/s40515-023-00304-3.pdf
Reference32 articles.
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3. Celebi, E., Kirtel, O.: Non-linear 2-D FE modeling for prediction of screening performance of thin-walled trench barriers in mitigation of train-induced ground vibrations. Constr Build Mater. 42, 122–131 (2013)
4. Connolly, D., Giannopoulos, A., Forde, M.C.: Numerical modelling of ground borne vibrations from high speed rail lines on embankments. Soil Dyn Earthq Eng. 46, 13–19 (2013)
5. Connolly, D., Giannopoulos, A., Fan, W., Woodward, P.K., Forde, M.C.: Optimising low acoustic impedance back-fill material wave barrier dimensions to shield structures from ground borne high speed rail vibrations. Constr Build Mater. 44, 557–564 (2013)
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