Physical and Mechanical Properties of Mud Pumping Soils in Railway Subgrade Bed

NIE Rusong; LENG Wuming; SU Yu; GUO Yipeng

doi:10.3969/j.issn.0258-2724.2018.02.010

Volume 31 Issue 2

Apr. 2018

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Journal of Southwest Jiaotong University > 2018 > 53(2): 286-295.

NIE Rusong, LENG Wuming, SU Yu, GUO Yipeng. Physical and Mechanical Properties of Mud Pumping Soils in Railway Subgrade Bed[J]. Journal of Southwest Jiaotong University, 2018, 53(2): 286-295. doi: 10.3969/j.issn.0258-2724.2018.02.010

Citation:

NIE Rusong, LENG Wuming, SU Yu, GUO Yipeng. Physical and Mechanical Properties of Mud Pumping Soils in Railway Subgrade Bed[J]. Journal of Southwest Jiaotong University, 2018, 53(2): 286-295. doi: 10.3969/j.issn.0258-2724.2018.02.010

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Physical and Mechanical Properties of Mud Pumping Soils in Railway Subgrade Bed

doi: 10.3969/j.issn.0258-2724.2018.02.010

NIE Rusong^{1,2,3
,},
LENG Wuming^{1,2,3
,
,},
SU Yu¹,
GUO Yipeng^1,2

Received Date: 30 Oct 2016
Publish Date: 25 Apr 2018

Abstract

Abstract

Substantial increase in train speed and axle load may result in an increase in the probability of occurrence of the mud pumping problem in subgrade bed. In this study, to further study the mechanisms and occurrence conditions of the mud pumping problem, more than 60 mud pumping samples reported in published literature were studied systematically. Further, the physical and mechanical properties of mud pumping soils, such as particle composition, plasticity index, permeability, and mineral composition were analysed and summarized. The results indicate the following:For the most mud pumping soils, clay and silt particle content is greater than 20%; soils with clay content greater than 30% and silt content greater than 40% account for the largest proportion of the samples. In mud pumping soils, the silt content is generally greater than the clay content. The liquid limit is more than 23%, and plasticity index greater than 6.5, i.e., sandy clay, silty clay, clay and part of low liquid limit silty clay. Generally, the permeability coefficient of mud pumping soils is less than 1.0×10^-5 m/s. The permeability coefficient and fine particle content show good negative exponential correlation.
- mud pumping,
- particle composition,
- liquid limit,
- plasticity index,
- permeability coefficient

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References(47)

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Physical and Mechanical Properties of Mud Pumping Soils in Railway Subgrade Bed

doi: 10.3969/j.issn.0258-2724.2018.02.010

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Physical and Mechanical Properties of Mud Pumping Soils in Railway Subgrade Bed

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