与估计随机测量误差有关的不准确性

IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
M. Jaksa, P. Brooker, W. Kaggwa
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引用次数: 103

摘要

本文考察了Baecher提出的一种常用程序,用于从地质材料的固有空间变异性中分离与特定测试相关的随机测量误差。通过对随机场理论和地质统计学两种技术的比较,表明该方法虽然建立良好,但在对特定试验的随机测量误差作出结论之前,需要调查许多因素。这些因素包括块金效应、样本间距和数据的平稳性。本文介绍了两个案例研究,这些研究基于在相对均匀的超固结粘土中进行的一系列垂直和水平锥贯入试验中获得的紧密间隔数据。从Baecher方法得到的结果的灵敏度测试了从数据中去除趋势的程度和数据集中样本的间隔。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INACCURACIES ASSOCIATED WITH ESTIMATING RANDOM MEASUREMENT ERRORS
This paper examines a commonly used procedure, proposed by Baecher, for separating the random measurement error associated with a particular test from the inherent spatial variability of the geological material. By comparing the two techniques of random field theory and geostatistics it is shown that the method, while well founded, requires a number of factors to be investigated before conclusions can be made regarding the random measurement error of a particular test. These factors include the nugget effect, the sample spacing, and the stationarity of the data. Two case studies are presented that are based on closely spaced data derived from a series of vertical and horizontal cone penetration tests performed in a relatively homogeneous, overconsolidated clay. The sensitivity of the results obtained from the procedure of Baecher is tested with regard to the degree of trend removed from the data and the spacing of the samples in the data set.
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来源期刊
CiteScore
7.50
自引率
7.70%
发文量
222
审稿时长
12 months
期刊介绍: The Journal of Geotechnical and Geoenvironmental Engineering covers the broad area of practice known as geotechnical engineering. Papers are welcomed on topics such as foundations, retaining structures, soil dynamics, engineering behavior of soil and rock, site characterization, slope stability, dams, rock engineering, earthquake engineering, environmental geotechnics, geosynthetics, computer modeling, groundwater monitoring and restoration, and coastal and geotechnical ocean engineering. Authors are also encouraged to submit papers on new and emerging topics within the general discipline of geotechnical engineering. Theoretical papers are welcomed, but there should be a clear and significant potential for practical application of the theory. Practice-oriented papers and case studies are particularly welcomed and encouraged.
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