...
首页> 外文期刊>Geoderma: An International Journal of Soil Science >X-ray computed tomography-based evaluation of the physical properties and compressibility of soil in a reclamation area
【24h】

X-ray computed tomography-based evaluation of the physical properties and compressibility of soil in a reclamation area

机译:基于X射线计算的断层摄影的物理性质评价,填海区土壤的物理性质和压缩性

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Nowadays, land reclamation by dredged soil has become an effective solution to the growing demand for land resources in coastal areas. However, the widespread dredger fill (artificial deposits in reclamation area) can compress the underlying soil layers, causing different degrees of land subsidence and posing a threat to infrastructure in relation to agriculture. Therefore, it is necessary to facilitate an understanding of the physical properties and compressibility of soil in the reclamation area. X-ray computed tomography (CT), as a non-destructive method, can provide insight into the structure of soil. In this paper, 44 undisturbed soil samples comprised of dredger fill, sandy silt, muddy clay, clay, and silty clay, were collected from ten 55 m deep boreholes in Chongming East Shoal reclamation area in Shanghai. CT and conventional tests were conducted on all soils. The coefficient of variation of the scanning-slice-related standard deviation was used to evaluate the soil heterogeneity, which reflects the spatial variability of the arrangement of soil particles. The results indicated that the slice-related coefficient of variation had a reliable capacity to evaluate the soil heterogeneity; the averaged Hounsfield (AHu) values of the soil sample had a significant statistical correlation with the conventional-test-derived physical properties (wet bulk density, dry bulk density, gravimetric water content, and porosity). The AHu values essentially reflected the relative amounts of soil particles and water in saturated soil. The granulometric compositions that can lead to denser arrangements of soil particles tended to have higher Hu values. A linear relationship was also found between AHu values and the compression index, which may help to predict the compressibility of the soil. As a rule, these findings open new avenues for research into the physical properties and compressibility evaluation of varied types of soil.
机译:如今,疏浚土地的土地填海层已成为沿海地区土地资源日益增长的需求的有效解决方案。然而,广泛的挖泥船填充(填海区中的人工沉积物)可以压缩底层的土壤层,导致不同程度的土地沉降,并对农业有关的基础设施构成威胁。因此,有必要促进对填海区土壤的物理性质和压缩性的理解。 X射线计算机断层扫描(CT)作为非破坏性方法,可以深入了解土壤的结构。本文从崇明东部浅滩隆起区的105米深钻孔中,44种由挖泥机填充,沙质淤泥,泥泞的粘土,粘土和粉质粘土组成的44个未受干扰的土壤样品。 CT和常规测试在所有土壤上进行。扫描切片相关标准偏差的变异系数用于评估土壤异质性,这反映了土壤颗粒布置的空间变异性。结果表明,切片相关变异系数具有可靠的能力来评估土壤异质性;土壤样品的平均hounsfield(ahu)值与常规试验衍生的物理性质(湿堆积密度,干燥堆积密度,重量水含量和孔隙度)具有显着的统计相关性。 Ahu值基本上反映了饱和土壤中土壤颗粒和水的相对量。可以导致土壤颗粒的密集布置的粒状组合物倾向于具有更高的HU值。在AHU值和压缩指数之间也发现了线性关系,这可能有助于预测土壤的可压缩性。作为一项规则,这些调查结果开辟了新的途径,用于研究不同类型土壤的物理性质和可压缩性评估。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号