APD: An automated parameter determination system based on in-situ tests

In-situ testing has numerous applications in geotechnical engineering. The interpretation of in-situ test results includes soil stratification and determination of soil parameters. This paper presents an automated parameter determination framework that aims to determine constitutive model parameters based on in-situ tests. The ongoing research project relies on a graph-based approach for determining the parameters. The framework has two main attributes: transparency and adaptability. Transparency is achieved by illustrating how a certain parameter was computed. Adaptability is ensured by allowing users to incorporate their expertise into the framework. The system currently determines parameters based on three main workflows that utilize the results of cone penetration tests, dilatometer tests, and shear wave velocity measurements. This study employs the three main workflows to determine soil parameters for one of the Norwegian GeoTest Sites. Additionally, the connection between the parameter determination system and finite element analysis is discussed, where the parameters for the Modified Cam Clay model are evaluated. The framework is valuable in the early stages of projects, providing detailed soil information when soil data is limited. Ongoing research aims to assess the accuracy of the derived soil and constitutive model parameters and to expand the system’s capabilities by including additional in-situ tests.

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Publication Details

Journal
Computers and Geotechnics
Published
2024-10-07
DOI
https://doi.org/10.1016/j.compgeo.2024.106799
Citations
12
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
4.37
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article

APD: An automated parameter determination system based on in-situ tests

Islam Marzouk, Franz Tschuchnigg, Ronald Brinkgreve, Arny Lengkeek
12 citations
Computers and Geotechnics
Geotechnical Engineering and Analysis
4.37
article

APD: An automated parameter determination system based on in-situ tests

Islam Marzouk, Franz Tschuchnigg, Ronald Brinkgreve, Arny Lengkeek
article en
12 citations

Abstract

In-situ testing has numerous applications in geotechnical engineering. The interpretation of in-situ test results includes soil stratification and determination of soil parameters. This paper presents an automated parameter determination framework that aims to determine constitutive model parameters based on in-situ tests. The ongoing research project relies on a graph-based approach for determining the parameters. The framework has two main attributes: transparency and adaptability. Transparency is achieved by illustrating how a certain parameter was computed. Adaptability is ensured by allowing users to incorporate their expertise into the framework. The system currently determines parameters based on three main workflows that utilize the results of cone penetration tests, dilatometer tests, and shear wave velocity measurements. This study employs the three main workflows to determine soil parameters for one of the Norwegian GeoTest Sites. Additionally, the connection between the parameter determination system and finite element analysis is discussed, where the parameters for the Modified Cam Clay model are evaluated. The framework is valuable in the early stages of projects, providing detailed soil information when soil data is limited. Ongoing research aims to assess the accuracy of the derived soil and constitutive model parameters and to expand the system’s capabilities by including additional in-situ tests.

Computers and GeotechnicsVol. 176
Graz University of Technology (AT), Robert Bosch (Netherlands) (NL), Delft University of Technology (NL)
Openalex Percentile: Top 5%
Geotechnical Engineering and Analysis
4.37
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