Modeling the State of a Railway Track Foundation by Seismic Methods
- 作者: Kapustian N.1,2, Antonovskaya G.1, Basakina I.1, Danilov A.1
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隶属关系:
- Laverov Federal Center for Integrated Arctic Research
- Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
- 期: 卷 54, 编号 6 (2018)
- 页面: 682-690
- 栏目: Article
- URL: https://journals.rcsi.science/0747-9239/article/view/177677
- DOI: https://doi.org/10.3103/S074792391806004X
- ID: 177677
如何引用文章
详细
The paper presents the first results of full-scale modeling of the state of the foundation of a railway track running through areas with complex natural-climatic and engineering-geological conditions. Our results demonstrate the fundamental possibility of using seismic stations installed along the track foundation to continuously monitor its state. Monitoring parameters that can signal subsoil deterioration have been identified, e.g., flooding, ground thawing, etc. An advantage of the proposed approach over other geophysical methods is the possibility of identifying problem areas at the early stage, as well as real-time monitoring of their state and rapid information transmission to a central communication hub.
作者简介
N. Kapustian
Laverov Federal Center for Integrated Arctic Research; Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
Email: essm.ras@gmail.com
俄罗斯联邦, Arkhangelsk, 163000; Moscow, 123242
G. Antonovskaya
Laverov Federal Center for Integrated Arctic Research
编辑信件的主要联系方式.
Email: essm.ras@gmail.com
俄罗斯联邦, Arkhangelsk, 163000
I. Basakina
Laverov Federal Center for Integrated Arctic Research
Email: essm.ras@gmail.com
俄罗斯联邦, Arkhangelsk, 163000
A. Danilov
Laverov Federal Center for Integrated Arctic Research
Email: essm.ras@gmail.com
俄罗斯联邦, Arkhangelsk, 163000