4.5 Article

Experimental Study on Migration Behavior of Sandy Silt under Cyclic Load

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GT.1943-5606.0002796

Keywords

Mud pumping; Particle migration; Internal erosion; Permeability

Funding

  1. National Science Fund for Excellent Young Scholars of China [51722812]
  2. International (Regional) Cooperation and Exchange (ICE) Projects of the National Natural Science Foundation of China [2017YFE0119500]
  3. Central South University autonomous exploration project [2019zzts293]

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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. The findings can help selecting proper rail embankment fills to reduce mud pumping.
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 (d(50)) or reducing the coefficient of uniformity (d(60)/d(10)) 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. (C) 2022 American Society of Civil Engineers.

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