Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies
The constant development of geotechnical technologies imposes the necessity of monitoring techniques to provide a proper quality and the safe execution of geotechnical works. Several monitoring methods enable the preliminary design of work process and current control of hydrotechnical works (pile dr...
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| Format: | Article |
| Language: | English |
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Sciendo
2017-12-01
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| Series: | Studia Geotechnica et Mechanica |
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| Online Access: | http://www.degruyter.com/view/j/sgem.2017.39.issue-4/sgem-2017-0042/sgem-2017-0042.xml?format=INT |
| _version_ | 1819041160756199424 |
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| author | Wyjadłowski Marek |
| author_facet | Wyjadłowski Marek |
| author_sort | Wyjadłowski Marek |
| collection | DOAJ |
| description | The constant development of geotechnical technologies imposes the necessity of monitoring techniques to provide a proper quality and the safe execution of geotechnical works. Several monitoring methods enable the preliminary design of work process and current control of hydrotechnical works (pile driving, sheet piling, ground improvement methods). Wave parameter measurements and/or continuous histogram recording of shocks and vibrations and its dynamic impact on engineering structures in the close vicinity of the building site enable the modification of the technology parameters, such as vibrator frequency or hammer drop height. Many examples of practical applications have already been published and provide a basis for the formulation of guidelines, for work on the following sites. In the current work the author’s experience gained during sheet piling works for the reconstruction of City Channel in Wrocław (Poland) was presented. The examples chosen describe ways of proceedings in the case of new and old residential buildings where the concrete or masonry walls were exposed to vibrations and in the case of the hydrotechnical structures (sluices, bridges). |
| first_indexed | 2024-12-21T09:20:35Z |
| format | Article |
| id | doaj.art-4e91cadbf0f743f5acb78c089fa3cab9 |
| institution | Directory Open Access Journal |
| issn | 0137-6365 2083-831X |
| language | English |
| last_indexed | 2024-12-21T09:20:35Z |
| publishDate | 2017-12-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Studia Geotechnica et Mechanica |
| spelling | doaj.art-4e91cadbf0f743f5acb78c089fa3cab92022-12-21T19:09:02ZengSciendoStudia Geotechnica et Mechanica0137-63652083-831X2017-12-0139412112910.1515/sgem-2017-0042sgem-2017-0042Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case StudiesWyjadłowski Marek0Wrocław University of Science and Technology, Faculty of Civil Engineering, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, PolandThe constant development of geotechnical technologies imposes the necessity of monitoring techniques to provide a proper quality and the safe execution of geotechnical works. Several monitoring methods enable the preliminary design of work process and current control of hydrotechnical works (pile driving, sheet piling, ground improvement methods). Wave parameter measurements and/or continuous histogram recording of shocks and vibrations and its dynamic impact on engineering structures in the close vicinity of the building site enable the modification of the technology parameters, such as vibrator frequency or hammer drop height. Many examples of practical applications have already been published and provide a basis for the formulation of guidelines, for work on the following sites. In the current work the author’s experience gained during sheet piling works for the reconstruction of City Channel in Wrocław (Poland) was presented. The examples chosen describe ways of proceedings in the case of new and old residential buildings where the concrete or masonry walls were exposed to vibrations and in the case of the hydrotechnical structures (sluices, bridges).http://www.degruyter.com/view/j/sgem.2017.39.issue-4/sgem-2017-0042/sgem-2017-0042.xml?format=INTsheet pile drivingvibration monitoringprobability of failure |
| spellingShingle | Wyjadłowski Marek Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies Studia Geotechnica et Mechanica sheet pile driving vibration monitoring probability of failure |
| title | Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies |
| title_full | Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies |
| title_fullStr | Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies |
| title_full_unstemmed | Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies |
| title_short | Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies |
| title_sort | methodology of dynamic monitoring of structures in the vicinity of hydrotechnical works selected case studies |
| topic | sheet pile driving vibration monitoring probability of failure |
| url | http://www.degruyter.com/view/j/sgem.2017.39.issue-4/sgem-2017-0042/sgem-2017-0042.xml?format=INT |
| work_keys_str_mv | AT wyjadłowskimarek methodologyofdynamicmonitoringofstructuresinthevicinityofhydrotechnicalworksselectedcasestudies |