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首页> 外文期刊>Clay Minerals >Comparing the efficiency of ordinary kriging and cokriging to estimate the Atterberg limits spatially using some soil physical properties
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Comparing the efficiency of ordinary kriging and cokriging to estimate the Atterberg limits spatially using some soil physical properties

机译:使用某些土壤物理特性,比较普通克里金法和共同克里金法在空间上估算阿特堡界限的效率

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摘要

The spatial distribution of the Atterberg limits can be used to distinguish the consistency and behaviour of a soil and its engineering properties, which strongly depends on the water content of the soil and types of silts and clays in the soil. By spatial modeling, and comparing the results of ordinary kriging with the cokriging approach, this study aims to find correlations between the Atterberg limits and the selected physical soil parameters in order to examine how effective they are in generating an understanding of the dynamics of a physical soil system.rnIn 156 soil samples, the Atterberg limits and soil moisture conditions were determined, and auxiliary functions were selected by application of cokriging using correlation analysis and regression equations obtained by the residual maximum likelihood (REML). These techniques were evaluated by the results of the mean absolute error (MAE) and the mean squared error (MSE). Cokriging analysis was found to be more effective at estimating the liquid limit (W_(LL)) and the plastic limit (W_(PL)) than kriging analysis and with smaller error values. On the other hand, the kriging approach, which had smaller MAE and MSE values, was more effective at estimating the plasticity index (W_(PI)) values than the cokriging method. Unlike the REML regression equations, the field capacity (FC) value was the more suitable parameter for the cokriging estimates. When the necessary labour and time were considered for determining the Atterberg limits, both kriging and cokriging were found to be applicable for estimation of these limits.
机译:Atterberg极限的空间分布可用于区分土壤的稠度和行为及其工程特性,这在很大程度上取决于土壤的水分含量以及土壤中淤泥和粘土的类型。通过空间建模,并将普通克里金法的结果与共同克里金法的结果进行比较,本研究旨在发现阿特伯格界限与选定的物理土壤参数之间的相关性,以检验它们在产生对物理动力学的理解方面的有效性。在156个土壤样品中,确定了阿特伯格界限和土壤湿度条件,并通过使用相关分析和通过残差最大似然(REML)获得的回归方程式进行协同克里格法选择辅助函数。这些技术通过平均绝对误差(MAE)和均方误差(MSE)的结果进行评估。已发现,与克里格分析相比,协同克里格分析在估计液体极限(W_(LL))和塑性极限(W_(PL))方面更有效,并且误差值较小。另一方面,具有较小的MAE和MSE值的克里格方法比共同克里格方法在估计可塑性指数(W_(PI))值方面更有效。与REML回归方程不同,场容量(FC)值是用于协同克里格估算的更合适参数。当考虑确定阿特贝格限值所需的劳力和时间时,发现克里金法和共克里金法均适用于估计这些限值。

著录项

  • 来源
    《Clay Minerals》 |2009年第2期|181-193|共13页
  • 作者

    O. BASKAN; G. ERPUL; O. DENGIZ;

  • 作者单位

    Soil Fertilizer ami Water Resources Research Institute, 06172 Yenimahalle-Ankara, Turkey;

    Department of Soil Science, Faculty of Agriculture, University of Ankara, 06110 Diskapi-Ankara, Turkey;

    Department of Soil Science,Faculty of Agriculture, University of Ondokuz Mayis , 55139 Kurupelit-Samsun, Turkey;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    kriging; cokriging; atterberg limits; consistency limits; soil water content;

    机译:克里格共同克里格阿特伯格极限;一致性限制;土壤水分;

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