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LABORATORY TESTING OF THE PRECISION AND ACCURACY OF THE SHAPEACCELARRAY SENSOR IN HORIZONTAL INSTALLATION

Balek, Jan, Stroner, Martin, Urban, Rudolf

First published: 2016-06-28https://doi.org/10.5593/sgem2016/b11/s02.110View metrics

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Title
LABORATORY TESTING OF THE PRECISION AND ACCURACY OF THE SHAPEACCELARRAY SENSOR IN HORIZONTAL INSTALLATION
Authors
Balek, Jan, Stroner, Martin, Urban, Rudolf
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 16th International Multidisciplinary Scientific GeoConference SGEM2016, Science and Technologies in Geology, Exploration and Mining
Publisher
Stef92 Technology
Year
2016
Pages
871-878
ISSN
1314-2704
ISBN
978-619-7105-55-1
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References32

  1. Abdoun T., Bennett V., Danisch L., Innovative sensing for real-time health monitoring of geostructural systems, SPIE Newsroom, 2007, pp 25–27.

  2. Abdoun T., Bennett V., Dobry R., Thevanayagam S., Danisch L., Full-Scale Laboratory Tests Using a Shape-Acceleration Array System, Geotechnical Earthquake Engineering and Soil Dynamics, 2008, pp 1-9. DOI: 10.1061/40975(318)214.

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  3. Beran T., Danisch L., Chrzanowski A., Bazanowski M., Measurement of Deformations by MEMS Arrays, Verified at Sub-millimetre Level Using Robotic Total Stations. Geoinformatics FCE CTU, 12, 2014, pp 34– 40, ISSN 1802-2669.

  4. Danisch L., Chrzanowski A., Bond J., Bazanowski M., Fusion of Geodetic and MEMS sensors for integrates monitoring and analysis of deformations, In: 13th FIG International Symposium on Deformation Mearurements and Analysis, Lisabon, 2008.

  5. Dasenbrock D. D., Automated Landslide Instrumentation Programs on US Route 2 in Crookston, http://www.measurandgeotechnical.com/2010mndot-UofM- dasenbrock_final.pdf, 2006. 16th International Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016

  6. Getec K., The Use of Shape Accel Arrays (SAAs) for Measuring Retaining Wall Deflection, http://www.measurandgeotechnical.com/examples_structures.html, 2010.

  7. Hendry M. T., Martin C. D., Barbour, S. L., Measurement of cyclic response of railway embankments and underlying soft peat foundations to heavy axle loads. In: Canadian Geotechnical Journal, 50, 5, 2016, pp 467 –480. ISSN 0008-3674. DOI: 10.1139/cgj-2012-0118. 2013.

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  8. Lipscombe R., Carter C., Perkins O., Thurlow P., Use of Shape Accel Arrys (SAAs) for Measuring Retaining Wall Deflection, 2013, http://www.measurandgeotechnical.com/examples-_structures.html

  9. Measurand: Slope Stability Monitoring, http://www.measurandgeotechnical.com/ examples_structures.html, 2010.

  10. Measurand: Structural Monitoring: Dams, http://www.measurandgeotechnical.com /examples_structures.html, 2011.

  11. Meyer C., Schütz S., SwissMon – An approach to 4D Monitoring of Tunnels in Urban Environments, In: 8th International Symposium in Field Measurements in Geomachanics, Berlin, Germany, 2011.

  12. Rollins K., Gerber T., Dummins C., Monitoring Displacement vs. Depth in Lateral Pile Load Tests with Shape Accelerometer Arrays, 2008, http://www.measurandgeotechnical.com/docs/rollins09jan24.pdf.

  13. Erdélyi J., Kopáčik A., Lipták I., Kyrinovič P., Pedestrian bridge monitoring using terrestrial laser scanning. In Advances and Trends in Engineering Sciences and Technologies. Proceedings of the International Conference on Engineering Sciences and Technologies. Tatranská Štrba, Slovakia, 27. - 29. 5. 2015. 1. vyd. London : Taylor & Francis Group, 2016, S. 51-56. ISBN 978-1-138-02907-1.

  14. Pukanská K., Labant S., Bartoš K., Gašinec J., Zuzik J., Determination of deformation of high-capacity tank using terrestrial laser scanning / Katarína Pukanská ... [et al.] - 2014.In: Acta Mon tanistica Slovaca. Roč. 19, č. 1 (2014), s. 41 -46. - ISSN 1335-1788.

  15. Braun J., Hánek P., Geodetic Monitoring Methods of Landslide-Prone Regions - Application to Rabenov In: Acta Universitatis Carolinae, Geographica. 2014, vol. 49, no. 1, p. 5-19. ISSN 0300-5402.

  16. Raška M., Pospíšil J., Minimal Detectable Displacement Achievable by GPS-RTK in CZEPOS Network. Geoinformatics. 2015, vol. 14, no. 1, p. 29-38. ISSN 1802-2669. 16th International Scientific GeoConference SGEM2016 www.sgem.org

  17. Abdoun T., Bennett V., Danisch L., Innovative sensing for real-time health monitoring of geostructural systems, SPIE Newsroom, 2007, pp 25–27.

  18. Abdoun T., Bennett V., Dobry R., Thevanayagam S., Danisch L., Full-Scale Laboratory Tests Using a Shape-Acceleration Array System, Geotechnical Earthquake Engineering and Soil Dynamics, 2008, pp 1-9. DOI: 10.1061/40975(318)214.

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  19. Beran T., Danisch L., Chrzanowski A., Bazanowski M., Measurement of Deformations by MEMS Arrays, Verified at Sub-millimetre Level Using Robotic Total Stations. Geoinformatics FCE CTU, 12, 2014, pp 34– 40, ISSN 1802-2669.

  20. Danisch L., Chrzanowski A., Bond J., Bazanowski M., Fusion of Geodetic and MEMS sensors for integrates monitoring and analysis of deformations, In: 13th FIG International Symposium on Deformation Mearurements and Analysis, Lisabon, 2008.

  21. Dasenbrock D. D., Automated Landslide Instrumentation Programs on US Route 2 in Crookston, http://www.measurandgeotechnical.com/2010mndot-UofM- dasenbrock_final.pdf, 2006. 16th International Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016

  22. Getec K., The Use of Shape Accel Arrays (SAAs) for Measuring Retaining Wall Deflection, http://www.measurandgeotechnical.com/examples_structures.html, 2010.

  23. Hendry M. T., Martin C. D., Barbour, S. L., Measurement of cyclic response of railway embankments and underlying soft peat foundations to heavy axle loads. In: Canadian Geotechnical Journal, 50, 5, 2016, pp 467 –480. ISSN 0008-3674. DOI: 10.1139/cgj-2012-0118. 2013.

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  24. Lipscombe R., Carter C., Perkins O., Thurlow P., Use of Shape Accel Arrys (SAAs) for Measuring Retaining Wall Deflection, 2013, http://www.measurandgeotechnical.com/examples-_structures.html

  25. Measurand: Slope Stability Monitoring, http://www.measurandgeotechnical.com/ examples_structures.html, 2010.

  26. Measurand: Structural Monitoring: Dams, http://www.measurandgeotechnical.com /examples_structures.html, 2011.

  27. Meyer C., Schütz S., SwissMon – An approach to 4D Monitoring of Tunnels in Urban Environments, In: 8th International Symposium in Field Measurements in Geomachanics, Berlin, Germany, 2011.

  28. Rollins K., Gerber T., Dummins C., Monitoring Displacement vs. Depth in Lateral Pile Load Tests with Shape Accelerometer Arrays, 2008, http://www.measurandgeotechnical.com/docs/rollins09jan24.pdf.

  29. Erdélyi J., Kopáčik A., Lipták I., Kyrinovič P., Pedestrian bridge monitoring using terrestrial laser scanning. In Advances and Trends in Engineering Sciences and Technologies. Proceedings of the International Conference on Engineering Sciences and Technologies. Tatranská Štrba, Slovakia, 27. - 29. 5. 2015. 1. vyd. London : Taylor & Francis Group, 2016, S. 51-56. ISBN 978-1-138-02907-1.

  30. Pukanská K., Labant S., Bartoš K., Gašinec J., Zuzik J., Determination of deformation of high-capacity tank using terrestrial laser scanning / Katarína Pukanská ... [et al.] - 2014.In: Acta Mon tanistica Slovaca. Roč. 19, č. 1 (2014), s. 41 -46. - ISSN 1335-1788.

  31. Braun J., Hánek P., Geodetic Monitoring Methods of Landslide-Prone Regions - Application to Rabenov In: Acta Universitatis Carolinae, Geographica. 2014, vol. 49, no. 1, p. 5-19. ISSN 0300-5402.

  32. Raška M., Pospíšil J., Minimal Detectable Displacement Achievable by GPS-RTK in CZEPOS Network. Geoinformatics. 2015, vol. 14, no. 1, p. 29-38. ISSN 1802-2669. 16th International Scientific GeoConference SGEM2016 www.sgem.org

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