Restoration of compacted soils using artificial pores under freeze–thaw conditions

Tingfeng He, Huiqing Zhang, Huatao Liu, Liu Enke, Qishuo Ding
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Abstract

Soil compaction caused by the use of farm machinery is a widespread issue. Freezethaw cycles can improve the soil structure after compaction; however, the effect decreases as soil depth increases. Herein, we applied freeze–thaw cycle treatments to re-moulded compacted sandy loam soil (bulk density of 1.6 g/cm³) in two water content states (80 % and 30 % field capacities). Artificial perforation was performed to create long, straight pores in soil, which ensured that the soil mass was largely intact and unbroken, leaving the freezethaw cycles to complete the structural remediation and monitoring soil structure recovery. We measured the soil temperature, heat flux and thermal properties to explore the mechanisms of soil temperature regulation using artificial pores during freeze–thaw cycles. The pore and aggregate structure parameters before and after the freeze–thaw cycle treatment were measured. Under the freeze–thaw cycle treatment, the temperature in the bottom layer of compacted soil with artificial pores rapidly dropped below 0°C during the third and second cycles under high- and low-water-content conditions, respectively, whereas the temperature of soil without artificial pores decreased during the seventh and fourth cycles at the same water content states. Results indicated that the heat flux during the freezing phase was larger in the soil with artificial pores. However, no significant differences were observed in the thermal parameters, including thermal conductivity, volumetric heat capacity and thermal diffusivity, of soils with and without artificial pores at each water content state. The air-filled porosity, aggregate mean weight diameter and structure coefficient of the surface and bottom layers of the compacted soil columns were generally better in soil with artificial pores than in soil without artificial pores after repeated freeze–thaw cycles. This indicates that the artificial pores facilitated the restoration of compacted soil in the bottom layer during freeze–thaw cycles owing to the rapid drop in soil temperature. We deduced that the artificial long, straight pores in compacted soil created additional soil heat exchange areas in the heat transfer process to increase the rate of heat transfer, thus increasing soil heat exchange and causing the soil temperature of the bottom layer to drop rapidly during repeat freezing and thawing. However, further studies are required to investigate the remediation of artificial pores on compacted soils in fields and the optimal process for creating artificial pores in agricultural settings.
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冻融条件下人工孔隙修复压实土壤的研究
使用农业机械造成的土壤压实是一个普遍存在的问题。冻融循环可以改善压实后的土壤结构;然而,随着土壤深度的增加,这种效应逐渐减弱。在此,我们对两种含水量状态(80 %和30 %的现场容量)的重塑压实砂壤土(体积密度为1.6 g/cm³)进行了冻融循环处理。通过人工射孔,在土壤中形成长而直的孔隙,保证了土体的基本完整和不破碎,留下冻融循环来完成结构修复和监测土壤结构恢复。通过对冻融循环过程中土壤温度、热通量和热物性的测量,探讨人工孔隙对土壤温度的调节机制。测定了冻融循环处理前后的孔隙和骨料结构参数。冻融循环处理下,在高含水量和低含水量条件下,人工孔隙压实土的底层温度分别在第3和第2个循环中迅速降至0℃以下,而在相同含水量状态下,无人工孔隙压实土的底层温度在第7和第4个循环中下降。结果表明,有人工孔隙的土壤冻结期的热通量较大。然而,在不同含水量状态下,有无人工孔隙的土壤的热参数(包括导热系数、体积热容量和热扩散系数)没有显著差异。经多次冻融循环后,人工孔隙土压实土柱表层和底层的充气孔隙率、骨料平均重径和结构系数普遍优于无人工孔隙土。这说明在冻融循环过程中,由于土壤温度的快速下降,人工孔隙有利于底层压实土的恢复。我们推断,夯实土壤中人工形成的长而直的孔隙在换热过程中产生了额外的土壤换热面积,增加了换热速率,从而增加了土壤换热,导致重复冻融过程中底层土壤温度迅速下降。然而,需要进一步研究田间压实土壤上人工孔隙的修复以及在农业环境下创造人工孔隙的最佳过程。
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