STUDY ON STABILITY AND SETTLEMENT OF EMERGENCY RECONSTRUCTED EMBANKMENT USING SANDBAG AGAINST TRAIN LOAD
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- MATSUMARU Takaki
- Railway Technical Research Institute
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- SATO Taketo
- Railway Technical Research Institute
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- ITOH Kazuki
- Railway Technical Research Institute
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- ABE Keita
- Nihon University
Bibliographic Information
- Other Title
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- 土のうで応急復旧を行った盛土の列車荷重載荷に対する安定および沈下検討
Abstract
In recent years, a lot of railway embankments have been damaged due to severe rainfall. In the case where the restart of the operation of railway is strictly required, the emergency reconstruction works are conducted, and large-scale sandbags are often used in the works. However, the stability and the characteristics of settlement of the embankments have not been studied efficiently. In this study, the rainfall infiltration and cyclic loading tests of re-constructed embankments were performed. From these studies, it was revealed that the stability of the reconstructed embankments was recovered if the support and drainage of the sandbags was sufficient. Furthermore, the stability of the sandbag could be evaluated by considering balance of earth pressure, so the structures of re-constructed embankment using sandbags were analytically examined.
Journal
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- Geosynthetics Engineering Journal
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Geosynthetics Engineering Journal 38 (0), 114-121, 2023-10-24
Japan Chapter of International Geosynthetics Society
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Details 詳細情報について
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- CRID
- 1390861460677353984
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- ISSN
- 1883146X
- 13446193
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed