Prediction of Vibration Induced by High-Speed Train: Consideration of Soil Spatial Variability-Reference-Cited by-同舟云学术

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Prediction of Vibration Induced by High-Speed Train: Consideration of Soil Spatial Variability

Published:2017-06 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2017
language:
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Author:

Chen F. Y.¹²¹¹,Zhang J.¹²¹¹,Zhang X. L.¹²¹¹,Feng S. J.¹²¹¹

Affiliation:

1. Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

2. Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Civil Engineering and Risk Engineering & System Analytics Center, Clemson Univ., SC 2934.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480717.041

Reference2 articles.

1. Steady‐State Vibration of Subway‐Soil‐Building System

2. Prediction of the settlement of soft ground reinforced by deep mixed columns: consideration of spatial variability;Chen H. Z.;Proc. the 6th Asian-Pacific Symp. on Structural Reliability and its Applications,2016

Cited by 3 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. On the use of dispersion curves to determine the critical speed of railway tracks. Application to case studies;Transportation Geotechnics;2024-05

2. Predicting ground vibrations from railway tunnels using an improved 2.5D FEM-PML model with soil spatial variability;Engineering Computations;2024-04-25

3. Modeling of ground vibrations from a tunnel in layered unsaturated soil with spatial variability;Archives of Civil and Mechanical Engineering;2022-01-03

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