淤泥
压舱物
内腐蚀
岩土工程
路基
堤防
土壤水分
粒度分布
粒子(生态学)
地质学
粒径
环境科学
土壤科学
地貌学
古生物学
海洋学
作者
Feng Gao,Sheng Zhang,Xuzhen He,Daichao Sheng
出处
期刊:Journal of Geotechnical and Geoenvironmental Engineering
[American Society of Civil Engineers]
日期:2022-02-28
卷期号:148 (5)
被引量:16
标识
DOI:10.1061/(asce)gt.1943-5606.0002796
摘要
This paper presents experimental investigation into the effects of particle size distribution of subgrade soil on mud pumping. The results show that subgrade soils with higher fine contents do not necessarily lead to more serious mud pumping. A soil with a higher silt content tends to cause the formation of a less permeable interlayer at the bottom of the ballast, which effectively reduces the particle migration magnitude. Increasing the median particle size (d50) or reducing the coefficient of uniformity (d60/d10) of the studied sandy silt promotes the migration distance of particles. While mud pumping is essentially an internal erosion problem caused by cyclic loads, existing filter theories do not directly apply to mud pumping. The findings from this study can help selecting proper rail embankment fills to reduce mud pumping.
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