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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| Format: | Article |
| Language: | English |
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Warsaw University of Life Sciences Press
2021-10-01
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| Series: | Acta Scientiarum Polonorum. Architectura |
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| Online Access: | http://www.architectura.actapol.net/tom20/zeszyt3/20_3_27.pdf |
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| _version_ | 1850168505805045760 |
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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. |
| format | Article |
| id | doaj-art-d94550ac3fdf4da5aeb680d300aa609c |
| institution | OA Journals |
| issn | 1644-0633 2544-1760 |
| language | English |
| publishDate | 2021-10-01 |
| publisher | Warsaw University of Life Sciences Press |
| record_format | Article |
| 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 |