Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
Online ISSN : 2185-467X
ISSN-L : 2185-467X
Annual Journal of Hydraulic Engineering, JSCE, Vol.55
FAILURE MECHANISM OF RAILWAY EMBANKMENT DUE TO INUNDATION FLOW CAUSED BY HEAVY RAINFALL
Ryota TSUBAKIYoshihisa KAWAHARATakahiro SAYAMAIchiro FUJITA
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2011 Volume 67 Issue 4 Pages I_919-I_924

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Abstract

Railway and road embankments on a flood plain affect the propagation of inundation flow. In inundation simulation, the embankment in the flooded area is treated as the solid wall that inundation flow is able to overflow. However, the embankment involves the potential to be damaged during a severe flood event, and the breakage of the embankments causes not only physical damage but also a reduction of transportation function. In this study, the damage to the embankment of the Kishin line during the flood event in August 2009 is analyzed. The topographic and hydraulic conditions of the embankment failure are discussed.

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© 2011 Japan Society of Civil Engineers
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