Stochastic analysis of railway embankment with uncertain soil parameters using polynomial chaos expansion-Reference-Cited by-同舟云学术

Stochastic analysis of railway embankment with uncertain soil parameters using polynomial chaos expansion

Published:2022-02-07 Issue: Volume: Page:1-20
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Mohammadi Mohammadreza¹,Mosleh Araliya²^ORCID,Razzaghi Mehran¹,Alves Costa Pedro²^ORCID,Calçada Rui²^ORCID

Affiliation:

1. Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran

2. CONSTRUCT – LESE, Faculty of Engineering (FEUP), University of Porto, Porto, Portugal

Funder

FCT/MCTES

European Commission

European funds

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2033277

Reference47 articles.

1. Analytical seismic fragility functions for highway and railway embankments and cuts

2. Avsar, O. (2009). Fragility based seismic vulnerability assessment of ordinary highway bridges in Turkey (PhD thesis). Civil Engineering Department, Middle East Technical University, Turkey. doi:10.13140/RG.2.2.12438.75844

3. Abatement of railway induced vibrations: Numerical comparison of trench solutions

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