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contributor authorKok-Kwang Phoon
contributor authorSer-Tong Quek
contributor authorPing An
date accessioned2017-05-08T21:27:43Z
date available2017-05-08T21:27:43Z
date copyrightJuly 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A7%28649%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52366
description abstractStationarity or statistical homogeneity is an important prerequisite for subsequent statistical analysis on a given section of a soil profile to be valid. The estimation of important soil statistics such as the variance is likely to be biased if the profile is not properly demarcated into stationary sections. Existing classical statistical tests are inadequate even for simple identification of stationarity in the variance because the spatial variations of soil properties are generally correlated with each other. In this paper, a modified Bartlett statistical test is proposed to provide a more rational basis for rejecting the null hypothesis of stationarity in the correlated case. The accompanying rejection criteria are determined from simulated correlated sample functions and summarized into a convenient form for practical use. A statistical-based soil boundary identification procedure is then developed using the modified Bartlett test statistic. Based on the analysis of a piezocone sounding record, two advantages can be discerned. First, the proposed procedure provides a useful supplement to existing empirical soil classification charts, especially in situations where inherent variability tends to complicate interpretation of soil layers. Second, various key assumptions in geostatistical analysis such as stationarity and choice of trend function can be verified more rigorously using the framework of hypothesis testing.
publisherAmerican Society of Civil Engineers
titleIdentification of Statistically Homogeneous Soil Layers Using Modified Bartlett Statistics
typeJournal Paper
journal volume129
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:7(649)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 007
contenttypeFulltext


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