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contributor authorFeng Gao
contributor authorSheng Zhang
contributor authorXuzhen He
contributor authorDaichao Sheng
date accessioned2022-05-07T21:21:22Z
date available2022-05-07T21:21:22Z
date issued2022-02-28
identifier other(ASCE)GT.1943-5606.0002796.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283626
description abstractThis 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.
publisherASCE
titleExperimental Study on Migration Behavior of Sandy Silt under Cyclic Load
typeJournal Paper
journal volume148
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0002796
journal fristpage06022003
journal lastpage06022003-9
page9
treeJournal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005
contenttypeFulltext


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