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 bearing capacity and also for acceptance of the final method of the construction foundation. There are many effective in situ methods for the...

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Main Author: Simon Rabarijoely
Format: Article
Language:English
Published: Warsaw University of Life Sciences Press 2021-10-01
Series:Acta Scientiarum Polonorum. Architectura
Subjects:
Online Access:http://www.architectura.actapol.net/tom20/zeszyt3/20_3_27.pdf
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author Simon Rabarijoely
author_facet Simon Rabarijoely
author_sort Simon Rabarijoely
collection DOAJ
description 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.
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series Acta Scientiarum Polonorum. Architectura
spelling doaj-art-d94550ac3fdf4da5aeb680d300aa609c2025-08-20T02:20:57ZengWarsaw University of Life Sciences PressActa Scientiarum Polonorum. Architectura1644-06332544-17602021-10-01203273810.22630/ASPA.2021.20.3.23Dilatometer test calibrations for evaluating soil parametersSimon Rabarijoely0https://orcid.org/0000-0002-4409-223XInstitute of Civil Engineering, Warsaw University of Life Sciences – SGGW, Warsaw, PolandStrength 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.http://www.architectura.actapol.net/tom20/zeszyt3/20_3_27.pdfgeotechnical parametersin situ investigationscohesive soil
spellingShingle Simon Rabarijoely
Dilatometer test calibrations for evaluating soil parameters
Acta Scientiarum Polonorum. Architectura
geotechnical parameters
in situ investigations
cohesive soil
title Dilatometer test calibrations for evaluating soil parameters
title_full Dilatometer test calibrations for evaluating soil parameters
title_fullStr Dilatometer test calibrations for evaluating soil parameters
title_full_unstemmed Dilatometer test calibrations for evaluating soil parameters
title_short Dilatometer test calibrations for evaluating soil parameters
title_sort dilatometer test calibrations for evaluating soil parameters
topic geotechnical parameters
in situ investigations
cohesive soil
url http://www.architectura.actapol.net/tom20/zeszyt3/20_3_27.pdf
work_keys_str_mv AT simonrabarijoely dilatometertestcalibrationsforevaluatingsoilparameters