Part 2 of these results typically focuses on the wet-dry cycle performance. For instance, in materials like diatomaceous earth, the "disintegration resistance" can drop from in natural states to as low as after multiple wet-dry cycles.
Since the file appears to be part of a technical data set, I have structured the following article as a summary of results for these most likely scenarios. C-D wet samples examination results.part2.rar
In soil mechanics, a is a "Consolidated-Drained" triaxial shear test. This is performed on "wet" (saturated) samples to determine the long-term strength of soil under constant load. Part 2 of these results typically focuses on
Ensure the baseline parameters (sample origin, initial moisture content) from the first file are applied to this secondary data set. In soil mechanics, a is a "Consolidated-Drained" triaxial
Use the Geoaccumulation Index (Igeo) to categorize soil samples from "uncontaminated" ( ) to "extremely contaminated" (
Check if results are in "dry weight" vs. "wet weight," as this significantly changes the interpretation of toxicity or density.