Monitoring toppling failures using wireless inertial measurement unit sensors
Open Access
- 1 June 2022
- journal article
- research article
- Published by Thomas Telford Ltd. in Geotechnical Research
- Vol. 9 (2), 83-94
- https://doi.org/10.1680/jgere.21.00014
Abstract
Topple is a common rock slope failure and usually the predecessor of a rockfall that depends on the slope and rock geometries. This paper presents a laboratory simulation and field generation of a single-column rock topple failure. Innovative Inertial Measurement Unit (IMU) sensors were used to collect three-dimensional acceleration and angular velocity data during four laboratory experiments to understand and characterize general toppling behaviors. Topple is identified by the gradual change in at least two gravity accelerations, the continuously increase in at least one of the angular velocities and a significant change in the linear acceleration in the direction of toppling. The field experiment showed similar sensor data patterns to those observed from the laboratory experiments. An isolated-block stability analysis of a single-column topple provides the basis for incorporating the IMU sensors into the development of future monitoring and early warning system.Keywords
This publication has 16 references indexed in Scilit:
- On the monitoring and early-warning of brittle slope failures in hard rock masses: Examples from an open-pit mineEngineering Geology, 2017
- Gravity-Based Characterization of Three-Axis Accelerometers in Terms of Intrinsic Accelerometer ParametersJournal of Research of the National Institute of Standards and Technology, 2017
- Managing rockfall risk through baseline monitoring of precursors using a terrestrial laser scannerCanadian Geotechnical Journal, 2017
- The Use of Remote Sensing Techniques for Monitoring and Characterization of Slope InstabilityProcedia Engineering, 2017
- Real time monitoring & alert system for landslidePublished by Institute of Electrical and Electronics Engineers (IEEE) ,2016
- Investigation of seepage effect on river dike’s stability under steady state and transient conditionsPollack Periodica, 2016
- Design and Testing of a Debris Flow ‘Smart Rock’Geotechnical Testing Journal, 2014
- Analysis of geo-structural defects in flexural toppling failureInternational Journal of Rock Mechanics and Mining Sciences, 2011
- Analysis of a complex toppling-circular slope failureEngineering Geology, 2010
- Integrated back and forward analysis of rock slope stability and rockslide runout at Afternoon Creek, WashingtonCanadian Geotechnical Journal, 2009