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https://hdl.handle.net/2440/122643
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Type: | Journal article |
Title: | A note on determination of the preconsolidation pressure |
Author: | Soltani, A. Taheri, A. Deng, A. Azimi, M. |
Citation: | Journal of Testing and Evaluation, 2019; 47(6):4535-4550 |
Publisher: | ASTM International |
Issue Date: | 2019 |
ISSN: | 0090-3973 0090-3973 |
Statement of Responsibility: | A. Soltani, A. Taheri, A. Deng, and M. Azimi |
Abstract: | The preconsolidation pressure, σ′y, is commonly interpreted by means of empirical observations (or graphical constructions) with respect to e–logσ′ stress patterns (e = void ratio, and σ′ = effective stress) exhibited in the conventional oedometer test. As with any empirical/graphical procedure, the resulting estimations are associated with subjective variability and thus yield inconsistent results among individuals. Recently, the mathematical translational technique was implemented by the authors, thereby promoting a subjective-free computational framework, denoted as the 3PRH framework, for interpretation of σ′y with respect to four common graphical constructions (i.e., three semi-log and one bi-log construction), covering a variety of geometrical complexity. In this article, the 3PRH framework was first revisited in a more practical sense. The framework was then implemented to a compiled database of 34 consolidation tests to arrive at reliable correlations/comparisons between the four graphical constructions. Finally, the settlement dependency on σ′y (or type of graphical construction) was statistically examined to recommend measures for reliable settlement analyses. |
Rights: | Copyright ASTM 2019 |
DOI: | 10.1520/JTE20170689 |
Grant ID: | http://purl.org/au-research/grants/arc/DP140103004 |
Published version: | http://dx.doi.org/10.1520/jte20170689 |
Appears in Collections: | Aurora harvest 4 Civil and Environmental Engineering publications |
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