Similarity Simulation of Fractal Features in Embankment Slope Failure Based on Acoustic Emission Detection

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Authors

  • School of Resources and Environment Engineering, Jiangxi Key Laboratory of Mining Engineering, Jiangxi University of Science and Technology, GanZhou Jiangxi 341 000, China ,CN
  • School of Resources and Environment Engineering and Jiangxi Key Laboratory of Mining Engineering, Jiangxi University of Science and Technology, GanZhou Jiangxi 341 000 ,CN
  • School of Resources and Environment Engineering, Jiangxi University of Science and Technology, GanZhou Jiangxi 341 000 ,CN
  • School of Resources and Environment Engineering , Jiangxi University of Science and Technology, GanZhou Jiangxi 341 000 ,IN
  • School of Resources and Environment Engineering , Jiangxi University of Science and Technology, GanZhou Jiangxi 341 000 ,CN
  • Jiangxi Key Laboratory of Mining Engineering, Jiangxi University of Science and Technology, GanZhou Jiangxi 341 000 ,CN

Keywords:

Acoustic Emission (AE), Embankment Slope, Fractal Dimension, Similarity Simulation.

Abstract

This paper aims at making accurate prediction of embankment slope failures. To this end, the acoustic emission(AE) technique is introduced to monitor the slope stability of embankments, and the similarity simulation is carried out indoor on embankment slopes with waveguide rods of different diameters and gravels with distinctive particle sizes. In the simulation tests, the AE feature data of the embankment slope models are obtained during the failure process. Then, the fractal theory is applied to analyse the features and variation patterns of the AE energy fractal dimensions of the embankment slopes throughout the failure process. The author also analyses the features and variation patterns of AE energy fractal dimension during embankment slope failure. The test results show that the fractal dimension remained at a low level at the onset, continued to increase during the test, and eventually peaked at the middle phase of the test. In the final phase, the fractal dimension started to decrease. The AE fractal dimension also peaked at the slip-impending phase and then drop all of a sudden. This research offers a valuable detection means for the forecast of embankment slope failure.

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Published

2022-10-22

How to Cite

Zhong, W., Yue, F., Zha, D., Li, C., Den, Y., & Zhong, W. (2022). Similarity Simulation of Fractal Features in Embankment Slope Failure Based on Acoustic Emission Detection. Journal of Mines, Metals and Fuels, 66(8), 449–455. Retrieved from http://www.informaticsjournals.com/index.php/jmmf/article/view/31737

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References

Liu, J. X., Yang, C. H., Gan, J. J., Liu, Y. T., Wei, L. and Xie, Q. (2017): “Stability Analysis of Road Embankment Slope Subjected to Rainfall Considering Runoff-Unsaturated Seepage and Unsaturated Fluid-Solid Coupling.” International Journal of Civil Engineering, vol. 15, no. 6, pp. 865-876, 2017.

Yuan, C., Yu, Q. H., You, Y. H. and Gou, L. (2017): “Deformation mechanism of an expressway embankment in warm and high ice content permafrost regions,” Applied Thermal Engineering, vol. 121, pp. 1032-1039, 2017.

Hou, X. T., Wan, Y. H., Zhang, J. X. and Xiong, W. (2014): “Experimental study on prediction of landslide disaster based on AE,” Journal of China and Foreign Highway, vol. 34, no. 1, pp. 36-39, 2014.

Zhong, W., Chen, X., Han, J. W.., Wang, X. J., Zhao, K. and Tan, Z. Y. (2017): “Weathered slope stability analysis in open-pit mine based on weak interfaces exploration,” Electronic Journal of Geotechnical Engineering, vol. 22, no. 8, pp. 2969-2980, 2017.

Khalilzad, M., Gabr, M. A., Hynes, M. E. (2015): “Assessment of remedial measures to reduce exceedance probability of performance limit states in embankment dams,” Computers and Geotechnics, vol. 67, pp. 213-222, 2015.

Smethurst, J., Smith, A., Uhlemann, S., Uhlemann, S., Wooff, C., Chambers, J., Hughes, P., Lenart, S., Saroglou, H., Springman, S. M. and Lofroth, H. (2017): “Current and future role of instrumentation and monitoring in the performance of transport infrastructure slopes,” Quarterly Journal of Engineering Geology and Hydrogeology, vol. 50, no. 3, pp. 271-286, 2017.

Hilarov, V. L. (2015): “Detection of the Deterministic Component in Acoustic Emission Signals from Mechanically Loaded Rock Samples,” Physics of the Solid State, vol. 57, no. 11, pp. 2271-2278, 2015.

Iturrioz, I., Lacidogna, G. and Carpinteri, A. (2014): “Acoustic emission detection in concrete specimens: Experimental analysis and lattice model simulations,” International Journal of Damage Mechanics, vol. 23, no. 3, pp. 327-358, 2014.

Gdawiec, K. (2017): “Fractal patterns from the dynamics of combined polynomial root finding methods,” Nonlinera Dynamics, vol. 90, no. 4, pp. 2457-2479, 2017.

Mandelbrot, B. B. (1967): “How long is the coast of Britain, statistical self-similarity and fractal dimension,” Science, vol. 156, pp. 636-638, 1967.

Gao, B. B., Li, H. G., Li, H. M., Li, L. and Su, C. D. (2015): “Acoustic emission and fractal characteristics of saturated coal samples in the failure process,” Journal of Mining and Safety Engineering, vol. 32, no. 4, pp. 665-670+676, 2015.

Khosravizadeh, M., Dehestani, M. and Kalantary, F. (2016): “On the seismic stability and critical slip surface of reinforced slopes,” Soil Dynamics and Earthquake Engineering, vol. 85, pp. 179-190, 2016.