Exact(3)
The objective of this study was to develop a geostatistical procedure for the 3-D analysis of a multi-element contamination in order to: 1) optimize the location and the number of sampling stations during a complementary sampling campaign, 2) estimate the volume of contaminated soil for a given data set and 3) quantify the uncertainty of this estimate.
The critical size of the pre-cut hole, before the filtration function was impaired, was found to be a function of the geotextile properties, wave period, cycles of wave load applied on to the soil for a given soil type under retention.
where β= r0τ0/τf; r0 = radius of the pile; τ0 = shear stress transferred to the soil for a given Z displacement; rm = radius out from the pile where shear stress is negligible; Gi = initial shear modulus; and τf = ultimate shear stress at the point of interest on the pile.
Similar(57)
Focusing on a target problem with multiple measurement profiles (with depth) from different testing procedures, this paper presents a site-characterization modeling to estimate the probability distribution of soil properties for a given site, considering the uncertainties from site-specific test-data scatter and from inherent soil variability in space (or in horizontal direction).
The USLE estimates soil loss for a given area as product of six erosion factors, whose values are determined separately using the area specific empirical equation.
Equilibrium sediment volume (ESV) is used as an important parameter for understanding the expansive nature of the bentonites and natural clay soils, for assessing a given bentonite for engineering applications, and for the determination of the type of dominant clay mineral present in a given soil.
This model predicted σpc to be constant at pF ~2 across soil clay contents for a given soil BD.
Fracture tests on soil SENB specimens showed that for a given soil type, soil fracture strength and brittleness increase as soil density increases.
Using a simple normalization technique, the analysis showed that the probability distribution of the normalized soil loss is independent of both the scale length λ and the temporal scale, which are completely represented by the mean soil loss calculated for a given event using all replicated data collected in plots having the same length.
These results strongly support the hypothesis that Information Entropy can serve as an indicator of the typical bulk density for a soil with a given PSD.
Our main hypothesis was: if the evolution of soil associations has been relatively conserved for a given soil variable or group of variables (as evaluated through PCA axes), there will be node-specific signal in soil variables, suggesting that the association between edaphic variation and local-scale plant distribution within the BCI plot exist beyond the species-level.
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Justyna Jupowicz-Kozak
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