게재연도 | 2022 |
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논문집명 | Transportation Geotechnics |
논문명 | Development of liquid soil stabilizer (Ca2+) to reduce long-term embankment settlement |
저자 | PanyabotKaothon,Su-HyungLee,Yeong-taeChoi, Chan-YoungYune |
구분 | 국외저널 |
요약 | Honam High-Speed Railway in South Korea has suffered from long-term embankment settlement. The fines
content in embankment material was pointed out as one of the causes. To reduce the settlement, Liquid Soil
Stabilizer (LSS) was developed which is mainly composed of calcium chloride (CaCl2) or calcium hydroxide (Ca
(OH)2). In this paper, the embankment materials consisting of low-plastic fines, which were represented by
kaolinite-sand mixtures (20, 30, and 40% fines content), were treated by Liquid Soil Stabilizer (LSS) and the
efficiency of LSS was evaluated by laboratory tests. For the application of LSS, the analysis of the engineering
properties, compression behaviour, and creep settlement of embankment material including low-plastic fines was
conducted. The LSS reduced the plasticity in all mixtures of soil as fines content increases. Application of the LSS
could also provide better compaction efficiency and could reduce the void ratio change in one-dimensional
compression. Therefore, to reduce long-term settlement of the embankment, the usage of LSS will be suitable
as the on-site soil stabilization method without considering curing time. |
핵심어 | Liquid soil stabilizer, Plasticity, Void ratio, Compression behaviour, Transition fines content, Creep settlement |