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Effect of fine particles on the hydraulic behavior of interlayer soil in railway substructure

机译:细颗粒对铁路下部结构层间土壤水力特性的影响

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The conventional railway substructure in France was built by emplacing ballast directly on subgrade. Over years of operation, the interpenetration of ballast and subgrade created a soil layer between them. Under different conditions, this naturally formed layer, namely interlayer, can contain different quantities of fine particles, becoming more or less sensitive to changes in water content. As the water content changes are governed by the hydraulic behavior of the interlayer soil, assessing the influence of fine particle content on the hydraulic behavior of interlayer soil is of importance. To this end, the hydraulic behavior of an interlayer soil taken from Sénissiat (near Lyon, France) was investigated using two infiltration columns, a large-scale column equipped with tensiometers and a time domain reflectometer (TDR) for suction and volumetric water content measurements, respectively, and a smaller column equipped with high-capacity tensiometers only. Different fines contents were considered and wetting–drying cycles were applied to the soil specimens. The hydraulic conductivity was determined by applying the instantaneous profile method. The results obtained showed that (i) hysteresis exists for both the soil water retention curve and the hydraulic conductivity changes with suction; (ii) the effect of wetting–drying cycles is insignificant; (iii) adding 10% fine particles to the natural interlayer soil gives rise to changes in the soil water retention curve but does not induce significant changes in hydraulic conductivity; (iv) the unsaturated hydraulic conductivity of interlayer soil with 10% fine particles added is close to that of soil sieved at 2 mm, suggesting that the unsaturated hydraulic conductivity of interlayer soil is mainly governed by fine particles through the suction effect. By contrast, in a saturated state, the value for the interlayer soil with 10% fine particles added was found to be higher, suggesting that in this case the hydraulic conductivity is mainly governed by the water transfer through macropores.
机译:法国的常规铁路下部结构是通过在路基上直接安装压载物而建造的。经过多年的运营,压载物和路基的相互渗透在它们之间形成了一层土壤层。在不同条件下,该自然形成的层(即中间层)可能包含不同数量的细颗粒,对水含量的变化或多或少变得敏感。由于含水量的变化取决于夹层土壤的水力行为,因此评估细颗粒含量对夹层土壤的水力行为的影响非常重要。为此,使用两个渗透柱,配备了张力计的大型柱和时域反射计(TDR)对吸水量和体积水含量进行了测量,研究了取自Sénissiat(法国里昂附近)的夹层土壤的水力行为。 ,以及仅配备高容量张力计的较小色谱柱。考虑了不同的细粉含量,并对土壤样品进行了干湿循环。通过应用瞬时剖面法确定水力传导率。结果表明:(i)土壤保水曲线均存在滞后现象,水力传导率随吸力而变化; (ii)湿干循环的影响微不足道; (iii)在天然夹层土壤中添加10%的细颗粒会引起土壤保水曲线的变化,但不会引起水力传导率的显着变化; (iv)添加了10%细颗粒的层间土壤的非饱和导水率接近于2mm筛分的土壤,这表明层间土壤的不饱和导水率主要由细粒通过吸力作用控制。相反,在饱和状态下,发现添加了10%细颗粒的夹层土壤的值较高,这表明在这种情况下,水力传导率主要受通过大孔的水转移控制。

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