Articles | Volume 18, issue 8
https://doi.org/10.5194/nhess-18-2261-2018
https://doi.org/10.5194/nhess-18-2261-2018
Research article
 | 
24 Aug 2018
Research article |  | 24 Aug 2018

Stability assessment of roadbed affected by ground subsidence adjacent to urban railways

Sang-Soo Jeon, Young-Kon Park, and Ki-Young Eum

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Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
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Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision
ED: Reconsider after major revisions (further review by editor and referees) (17 Mar 2018) by Paolo Tarolli
AR by SANG-SOO JEON on behalf of the Authors (18 Mar 2018)  Manuscript 
ED: Referee Nomination & Report Request started (03 Apr 2018) by Paolo Tarolli
RR by Anonymous Referee #1 (17 Apr 2018)
RR by Anonymous Referee #2 (19 Apr 2018)
ED: Reconsider after major revisions (further review by editor and referees) (01 May 2018) by Paolo Tarolli
AR by SANG-SOO JEON on behalf of the Authors (10 Jun 2018)  Author's response   Manuscript 
ED: Referee Nomination & Report Request started (23 Jun 2018) by Paolo Tarolli
RR by Anonymous Referee #2 (09 Jul 2018)
RR by Anonymous Referee #1 (12 Jul 2018)
ED: Publish subject to technical corrections (19 Jul 2018) by Paolo Tarolli
AR by SANG-SOO JEON on behalf of the Authors (26 Jul 2018)  Author's response   Manuscript 
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Short summary
The number of occurrences of ground subsidence induced by a leakage of aged pipelines for water and sewage in urban areas resulting in various sizes of cavity near the urban railway in South Korea has increased and it may cause roadbed settlement to exceed the allowable value. In this study, a three-dimensional numerical analysis is carried out to estimate roadbed stability and its risk level associated with various groundwater levels and sizes of cavities in simulated ground conditions.
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