Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
1694402 | Applied Clay Science | 2015 | 12 Pages |
Abstract
The PL results obtained by the bending test in 24 soils concur to a great degree with those obtained in the thread rolling test by a highly experienced operator (R2Â =Â 0.972). Moreover, these results have been endorsed by Shapiro-Wilk and Student's T statistics tests. Finally, the reliability of the method using only 3 and 1 experimental points has been studied too which have yielded very similar results to those obtained with 6 and 7 points.
Related Topics
Physical Sciences and Engineering
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Geochemistry and Petrology
Authors
José Manuel Moreno-Maroto, Jacinto Alonso-Azcárate,