用Cokriging方法建立孔隙比的三维特性模型

Yao Lingqing , Pan Mao , Cheng Qiuming
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引用次数: 2

摘要

孔隙比在岩土工程中测量地基土的压实度。当在特定区域采集样本以绘制孔隙比时,还可以分析其他相关类型的特性,如含水量。为了根据这些类型的点绘制区域内空隙率的空间分布图,通常需要对观测数据进行插值。由于采样密度在水平和垂直方向上的变化,需要特别考虑估计器的各向异性。三维属性建模旨在从有限的样本中预测属性值的总体分布,地质统计学方法可以在这里自然地使用,因为它们有助于最小化估计的均方误差。为了建立孔隙比的三维特性模型,考虑到孔隙比与另一个重要的土壤参数含水量的相互关系,采用了协克里格法。此外,在上述建模过程中,采用K-D树对样本进行组织,以加速三维空间中的邻居查询。最后,通过三维可视化建立了工程体空隙率分布的空间形态模型,为土木工程提供了重要信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3D Property Modeling of Void Ratio by Cokriging

Void ratio measures compactness of ground soil in geotechnical engineering. When samples are collected in certain area for mapping void ratios, other relevant types of properties such as water content may be also analyzed. To map the spatial distribution of void ratio in the area based on these types of point, observation data interpolation is often needed. Owing to the variance of sampling density along the horizontal and vertical directions, special consideration is required to handle anisotropy of estimator. 3D property modeling aims at predicting the overall distribution of property values from limited samples, and geostatistical method can be employed naturally here because they help to minimize the mean square error of estimation. To construct 3D property model of void ratio, cokriging was used considering its mutual correlation with water content, which is another important soil parameter. Moreover, K-D tree was adopted to organize the samples to accelerate neighbor query in 3D space during the above modeling process. At last, spatial configuration of void ratio distribution in an engineering body was modeled through 3D visualization, which provides important information for civil engineering purpose.

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