Fabrication Procedure for Custom-Built Accelerometers for Geotechnical Monitoring Purposes
Publication: Geo-Congress 2022
ABSTRACT
The development of low-cost sensors such as miniature electro-mechanical systems (MEMS) accelerometers has allowed for new and innovative monitoring applications in civil engineering. Within the realm of geotechnical engineering, these low-cost sensors have been utilized to monitor wave propagations in soils, for tilt monitoring, and for structural health monitoring purposes. In this study, custom-built three-axis accelerometers utilizing low-cost accelerometer breakout boards manufactured by Adafruit with ADXL326 and ADXL335 accelerometer chips were constructed, calibrated, and then used on an active construction site to monitor the dynamic behavior of a compaction roller during construction activities. The goal of this paper is to provide interested readers with a step-by-step guide on how to construct these low-cost accelerometers, which are housed in a custom 3D printed mold and hermetically sealed utilizing epoxy that is readily available at commercial hardware stores. In this study, the custom-built sensors were calibrated utilizing a simple 6-point static calibration procedure, with the measured calibration waveforms being compared to those measured from an industrial grade accelerometer for validation purposes. The study also presents preliminary results showing the capabilities of these sensors for measuring the accelerations of a vibrating compaction drum during soil compaction; these types of sensors offer significant utility for studies that are exploring continuous compaction control or intelligent compaction of soils, asphalt, roller-compacted concrete, or other similar civil engineering materials that are placed using vibratory drum compaction.
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REFERENCES
Banzi, M. (2009). Getting started with Arduino, O’Reilly Media, Inc. Newton, MA.
Bennett, V., Abdoun, T., Zeghal, M., Koelewijn, A., Barendse, M., and Dobry, R. (2011). “Real- time monitoring system and advanced characterization technique for civil infrastructure health monitoring.” Advances in Civil Engineering, 2011. https://doi.org/10.1155/2011/870383.
Brennan, A. J., Thusyanthan, N. I., and Madabhushi, S. P. G. (2005). “Evaluation of shear modulus and damping in dynamic centrifuge tests.” Journal of Geotechnical and Geoenvironmental Engineering,131(12),1488–1497. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:12(1488).
Conti, R., and Viggiani, G. M. B. (2012). “Evaluation of soil dynamic properties in centrifuge tests. “ Journal of Geotechnical and Geoenvironmental Engineering, 138(7), 850–859. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000659.
Elgamal, A. W., Zeghal, M., Tang, H. T., and Stepp, J. C. (1995). “Lotung downhole array. I: Evaluation of site dynamic properties.” Journal of Geotechnical Engineering, 121(4), 350–362. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:4(350).
Elmekati, A. H. (2007). A framework for identification of geotechnical systems. Ph.D. dissertation, Rensselaer Polytechnic Institute, Troy, New York.
Hoffman, K. N. (2004). MEMS accelerometers: proof of concept for geotechnical engineering testing. M.S. thesis, Louisiana State University, Baton Rouge, Louisiana.
Kim, K. S., Fratta, D., and Wen, H. (2014). “Field measurements for the effectiveness of compaction of coarse-grained soils.” KSCE Journal of Civil Engineering, 18(2), 497–504. https://doi.org/10.1007/s12205-014-0144-8.
Meehan, C. L., Boulanger, R. W., and Duncan, J. M. (2008). “Dynamic Centrifuge Testing of Slickensided Shear Surfaces.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(8), 1086–1096. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:8(1086).
Oskay, C. (2003). Local identification analyses of soil and soil-structure systems. Ph.D. dissertation, Rensselaer Polytechnic Institute, Troy, New York.
Pistrol, J., Adam, D., Villwock, S., Völkel, W., and Kopf, F. (2015). “Movement of vibrating and oscillating drums and its influence on soil compaction.” Proceedings of XVI European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh, Scotland. 349–354.
Riegel, J., Mayer, W., van Havre, Y., et al. (2021). FreeCAD (Version 0.19). Available from http://www.freecadweb.org.
Rinehart, R. V., and Mooney, M. A. (2008). “Instrumentation of a roller compactor to monitor vibration behavior during earthwork compaction.” Automation in Construction, 17(2), 144–150. https://doi.org/10.1016/j.autcon.2006.12.006.
Schuettpelz, C. C., Fratta, D., and Edil, T. B. (2010). “Mechanistic corrections for determining the resilient modulus of base course materials based on elastic wave measurements.” Journal of Geotechnical and Geoenvironmental Engineering, 136(8), 1086–1094. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000329.
Tee, K. S., Awad, M., Dehghani, A., Moser, D., and Zahedi, S. (2011). “Comparison of two static calibration methods of an inertial measurement unit.” Proceedings of the 8th IASTED International Conference on Biomedical Engineering, Biomed 2011, April, 227–233. https://doi.org/10.2316/P.2011.723-043.
Zeghal, M., Elgamal, A. W., Tang, H. T., and Stepp, J. C. (1995). “Lotung downhole array. II: Evaluation of soil nonlinear properties.” Journal of Geotechnical Engineering, 121(4), 363–378. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:4(363).
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Published online: Mar 17, 2022
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