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风干土在跌落冲击下的压实实验。

Experiment on compaction of air-dried soil under drop shocks.

机构信息

College of Engineering, South China Agricultural University, Guangzhou, China.

Division of Citrus Machinery, China Agriculture Research System, Guangzhou, China.

出版信息

PLoS One. 2021 Apr 15;16(4):e0250076. doi: 10.1371/journal.pone.0250076. eCollection 2021.

Abstract

For the requirement in container nursery culture that growing media should be achieved the appropriate degree compaction, this paper presents an experiment on the compaction dynamics of air-dried soil under repetitive drop shocks, as a preliminary step toward the mechanization of this compaction method. The drop height used to adjust the shock intensity included 2 mm, 4 mm, 5 mm and 6 mm. And the overall packing density of soil in a vertically stratified cylinder vessel and the local packing density in each layer were taken as indicators of soil compaction states. The stretched exponential function derived from KWW law than the empirical inverse-logarithmic function has been found to be more suitable for expressing the temporal evolution of soil compaction, according to the results of curve-fitting to test values of the overall and local density. It is inherent in this experimental configuration that the drop shock intensity even at a constant drop height varies with drop times, owing to the interaction between the soil packing itself and drop shocks caused by the combination of the packing and the container. But the function t/τf(t,H) is manifested as a straight line on the drop times t with the line slope related to the drop height H, so the soil compaction dynamics caused by its drop shocks and that under the condition with actively controlled intensity actually share the common relaxation law. In addition, the soil's one-dimensional distribution of local packing density showed a slight positive gradient as similar as monodisperse particles did.

摘要

为了满足容器苗圃培养中生长介质应达到适当紧实度的要求,本文对风干土壤在重复跌落冲击下的紧实动力学进行了实验研究,这是实现这种紧实方法机械化的初步步骤。用于调节冲击强度的跌落高度包括 2 毫米、4 毫米、5 毫米和 6 毫米。土壤在垂直分层圆柱容器中的整体堆积密度和每层中的局部堆积密度被用作土壤紧实状态的指标。根据整体和局部密度测试值的曲线拟合结果,发现从 KWW 定律推导出的扩展指数函数比经验倒数对数函数更适合表达土壤紧实度的时间演化。在这种实验配置中,由于土壤包装本身的相互作用以及包装和容器组合引起的跌落冲击的相互作用,即使在恒定跌落高度下,跌落冲击强度也会随跌落次数而变化。但是,函数 t/τf(t,H)在跌落次数 t 上表现为一条直线,其斜率与跌落高度 H 有关,因此,其跌落冲击引起的土壤紧实动力学与主动控制强度条件下的土壤紧实动力学实际上具有共同的松弛规律。此外,土壤局部堆积密度的一维分布表现出与单分散颗粒相似的轻微正梯度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/2da2/8049244/9dbbd34cc6c4/pone.0250076.g001.jpg

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