- 1National Yang Ming Chiao Tung University (Hsinchu, Taiwan), Department of Civil Engineering, Geotechnical Engineering Division, Hsinchu, Taiwan (rips4103.en13@nycu.edu.tw)
- 2National Yang Ming Chiao Tung University (Hsinchu, Taiwan), Department of Civil Engineering, Geotechnical Engineering Division, Hsinchu, Taiwan (cmloat0902@nycu.edu.tw)
- 3National Yang Ming Chiao Tung University (Hsinchu, Taiwan), Department of Civil Engineering, Geotechnical Engineering Division, Hsinchu, Taiwan (teddywu110@gmail.com)
This study is based on the linear elastic behavior of particulate materials in PFC and aims to establish a physical model for micro-energy signals. A series of physical experiments, including compression tests, friction tests, and rebound tests, were conducted using embedded miniature earth pressure cells. Based on experimental results and parameter conversion, a comprehensive analysis and calculation of micro-energy signals were performed, including strain energy, damping energy, frictional energy, and kinetic energy. The calculated micro-energy signal components were then compared with the corresponding results obtained from PFC numerical simulations to calibrate the proposed physical model of micro-energy signals. The comparative analysis demonstrates that the developed micro-energy signal–based approach can effectively estimate the characteristic micro-energy signal features of sliding and non-sliding surfaces, and that the results satisfy the requirements for field-scale applications. Finally, the potential applicability of micro-energy signals for slope monitoring was evaluated, and a corresponding layout methodology for monitoring instrumentation was proposed.
How to cite: Xie, C.-H., Lo, C.-M., and Wu, Y.-C.: Characteristics of Micro-Energy Signal for landslide, EGU General Assembly 2026, Vienna, Austria, 3–8 May 2026, EGU26-6167, https://doi.org/10.5194/egusphere-egu26-6167, 2026.