A parametric study of the train-induced vibration of a single pile near an underground railway tunnel-Reference-Cited by-同舟云学术

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A parametric study of the train-induced vibration of a single pile near an underground railway tunnel

Published:2022-07 Issue: Volume:158 Page:107274
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Edirisinghe T.L.^ORCID,Talbot J.P.^ORCID

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference31 articles.

1. The growth of railway ground vibration problems - a review;Connolly,2016

2. Underground transport: an overview;Cui,2019

3. ANC guidelines: measurement and assessment of groundborne noise and vibration;Thornely-Taylor,2020

4. Benchmarking railway vibrations - track, vehicle, ground and building effects;Connolly,2015

5. Modelling, simulation and evaluation of ground vibration caused by rail vehicles;Thompson,2019

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Study on deformation of tunnel pile foundation based on discrete element method and finite difference method;PLOS ONE;2024-07-18

2. Simulation Analysis on Dynamic Characteristics of Vibration Pile System;Mechanisms and Machine Science;2024

3. The Significance of Soil-Structure Interaction in the Response of Buildings to Ground-Borne Vibration from Underground Railways;2024

4. Building isolation against train-induced vibrations considering the effects of soil and structure: A numerical and experimental study;Soil Dynamics and Earthquake Engineering;2023-12

5. Experimental study on dynamic response of rock tunnel subjected to train moving load;2023-08-10

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