<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>Strength and deformation parameters are used on every step of a foundation engineering design. They are necessary for the initial estimation of the subsoil bearing capacity and also for acceptance of the final method of the construction foundation. There are many effective <italic>in situ</italic> methods for the evaluation of these parameters. Based on data from the Marchetti dilatometer (DMT) tests obtained from the experimental Stegny site and the planned WULS-SGGW stadium, analysis and interpretation of results was performed. The uncertainty obtained from DMT tests is shown by mathematical methods. Selection criteria of the testing technique are presented. Limitations concerning the applied methods and the complex interpretation of the results of <italic>in situ</italic> investigations are shown.</p>
</abstract>

Strength and deformation parameters are used on every step of a foundation engineering design. They are necessary for the initial estimation of the subsoil bearing capacity and also for acceptance of the final method of the construction foundation. There are many effective in situ methods for the evaluation of these parameters. Based on data from the Marchetti dilatometer (DMT) tests obtained from the experimental Stegny site and the planned WULS-SGGW stadium, analysis and interpretation of results was performed. The uncertainty obtained from DMT tests is shown by mathematical methods. Selection criteria of the testing technique are presented. Limitations concerning the applied methods and the complex interpretation of the results of in situ investigations are shown.

Dilatometer Test Calibrations for Evaluating Soil Parameters

Warsaw University of Life Sciences – SGGW

Acta Scientiarum Polonorum Architectura

This work is licensed under the Creative Commons Attribution-NonCommercial 4.0 International License.

{"article-title":"Dilatometer Test Calibrations for Evaluating Soil Parameters"}

Strength and deformation parameters are used on every step of a foundation engineering design. They are necessary for the initial estimation of the subsoil...

Dilatometer Test Calibrations for Evaluating Soil Parameters

Publié en ligne: 20 nov. 2021

Pages: 27 - 38

Reçu: 12 août 2021

Accepté: 14 sept. 2021

DOI: https://doi.org/10.22630/aspa.2021.20.3.23

Mots clés
geotechnical parameters, in situ investigations, cohesive soil

© 2021 Simon Rabarijoely, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial 4.0 International License.

Dilatometer Test Calibrations for Evaluating Soil Parameters

Publié en ligne: 20 nov. 2021

Pages: 27 - 38

Reçu: 12 août 2021

Accepté: 14 sept. 2021

DOI: https://doi.org/10.22630/aspa.2021.20.3.23

Mots clésgeotechnical parameters, in situ investigations, cohesive soil

© 2021 Simon Rabarijoely, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial 4.0 International License.

Mots clés
geotechnical parameters, in situ investigations, cohesive soil