Fragility Assessment of Traffic Embankments Exposed to Earthquake-Induced Liquefaction
In this study, a vulnerability analysis of road and railway embankments to earthquake-induced liquefaction deformations was carried out. The result of the vulnerability analysis was a set of fragility curves that were obtained for several embankment and soil-profile geometries, as well as for the ma...
Main Authors: | Aleš Oblak, Mirko Kosič, Antonio Viana Da Fonseca, Janko Logar |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-09-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/10/19/6832 |
Similar Items
-
Development of fragility curve for railway embankment
by: Divesh Kumar, et al.
Published: (2024-06-01) -
Liquefaction Behavior of Stabilized Sand using Clay - A Case Study: Dorood Liquefied Sand Investigation
by: Ahmadreza Mazaheri, et al.
Published: (2020-12-01) -
Embankments Damaged in the Magnitude M<sub>w</sub> 6.4 Petrinja Earthquake and Remediation
by: Ivan Mihaljević, et al.
Published: (2023-01-01) -
Fragility assessment for the rainfall-induced embankments on silty soils
by: Haizuo Zhou, et al.
Published: (2024-03-01) -
Fragility of Highway Embankments Exposed to Permanent Deformations Due to Underlying Fault Rupture
by: Eleni Petala, et al.
Published: (2024-11-01)