Ground Vibration Reduction Analysis of Pile-Supported Subgrade for High-Speed Railway Using 2.5D FEM
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7852-6_62
Reference14 articles.
1. Thach PN, Liu HL, Kong GQ (2013) Vibration analysis of pile-supported embankments under high-speed train passage. Soil Dyn Earthq Eng 55:92–99
2. Zhai WM, Wei K, Song XL et al (2015) Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dyn Earthq Eng 72:24–36
3. Wang L, Wang P, Wei K et al (2022) Ground vibration induced by high speed trains on an embankment with pile-board foundation: modelling and validation with in situ tests. Transp Geotech 34:100734
4. Feng SJ, Zhang XL, Zheng QT et al (2017) Simulation and mitigation analysis of ground vibrations induced by high-speed train with three dimensional FEM. Soil Dyn Earthq Eng 94:204–214
5. Thach PN, Liu HL, Kong GQ (2013) Evaluation of PCC pile method in mitigating embankment vibrations from a high-speed train. J Geotech Geoenviron Eng 132(12):2225–2228
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