Correlations of the Automatically Calibrated Hypoplastic Clay Model Parameters

In this paper, calibration results of the hypoplastic clay model are presented by means of correlation analyses. The calibrations were performed using the online calibration application ExCalibre. The study defined two main objectives. First, to evaluate the reliability of the calibration application and, second, to determine comprehensive correlations between the model parameters and soil properties, such as Atterberg’s limits and soil gradation characteristics. While the calibration results are in agreement with critical state soil mechanics, thus proving the credibility of ExCalibre, a comprehensive analysis of the stiffness parameter, with the aid of response envelopes, revealed that this parameter should be treated as state dependent, which will be considered in future developments. Although the correlations found can be used for prompt parameter estimation, in this case, it was determined that the correlations cannot qualitatively replace a comprehensive calibration procedure.

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Publication Details

Journal
International Journal of Geomechanics
Published
2026-03-03
DOI
https://doi.org/10.1061/ijgnai.gmeng-11979
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
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article

Correlations of the Automatically Calibrated Hypoplastic Clay Model Parameters

Phuong Chinh, David Maš́ın, Tomáš Kadlíček, Jan Najser
International Journal of Geomechanics
Geotechnical Engineering and Soil Mechanics
article

Correlations of the Automatically Calibrated Hypoplastic Clay Model Parameters

Phuong Chinh, David Maš́ın, Tomáš Kadlíček, Jan Najser
article en

Abstract

In this paper, calibration results of the hypoplastic clay model are presented by means of correlation analyses. The calibrations were performed using the online calibration application ExCalibre. The study defined two main objectives. First, to evaluate the reliability of the calibration application and, second, to determine comprehensive correlations between the model parameters and soil properties, such as Atterberg’s limits and soil gradation characteristics. While the calibration results are in agreement with critical state soil mechanics, thus proving the credibility of ExCalibre, a comprehensive analysis of the stiffness parameter, with the aid of response envelopes, revealed that this parameter should be treated as state dependent, which will be considered in future developments. Although the correlations found can be used for prompt parameter estimation, in this case, it was determined that the correlations cannot qualitatively replace a comprehensive calibration procedure.

International Journal of GeomechanicsVol. 26(5)
Charles University (CZ), University of Charleston (US)
Life in Land
Openalex Percentile: Top 38%
Geotechnical Engineering and Soil Mechanics
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Correlations of the Automatically Calibrated Hypoplastic Clay Model Parameters — Phuong Chinh, David Maš́ın, et al. · International Journal of Geomechanics (2026) | TGRS Research Map | TGRS