Liu Shaoqiang, Zhao Hongbao, Wang Menglai
School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China.
National Engineering and Technology Research, Center for Development & Energy Efficiency Utilization of Phosphate Resources, Yunnan Phosphating Group Co., Ltd, Kunming, 650600, China.
Sci Rep. 2025 Jan 6;15(1):947. doi: 10.1038/s41598-025-85110-2.
Due to the fluidity of the loose medium inside the waste dump slope, the traditional monitoring system cannot fully reflect the misalignment and slip between particles inside the medium, and it is also difficult to capture the precursor information of the slip of the loose accumulation body. To reveal the dynamic evolution process of the slope instability of the waste dump slope, the coupling test system of the slope instability of the waste dump slope was used to carry out the study of the acoustic emission characteristics of the slope instability dynamic response of the dump slope under the action of vibration, and to quantitatively analyse the staged characteristics of the acoustic emission parameter evolution of the dump slope under the action of different vibration frequencies and its instability initiation node. The results show that with the increase of vibration frequency, the damage mode of the slope model gradually changes from sliding of small particles to large-scale landslides, and presents the stage process of "vibration compaction → vibration equilibrium → dynamic instability"; Under the action of low-frequency and high-amplitude, the slope model mainly shows that the tiny particles and the basement gravel slip, which is difficult to capture with the naked eye, while under the action of high-frequency and low-amplitude, the slope surface is damaged in a large area, and the overall model is unstable; The dynamic instability of the waste dump slope is accompanied by obvious acoustic emission activities, and the changes of the characteristic parameters of acoustic emission reveal, to a certain extent, the evolution of the internal state of the slope in the process of dynamic instability of the waste dump slope and its stage characteristics; The amplitude and energy efficiency of acoustic emission in the time domain show obvious fractal characteristics in the dynamic instability of the waste dump slope. When the waste dump slope is close to destruction, the correlation dimensions and NE values of the acoustic emission parameters change significantly, which can be regarded as a precursor to the dynamic instability and failure of the waste dump slope. The research results provide new theoretical and methodological support for the monitoring and prediction of the dynamic instability of the waste dump slope, which is of great significance for improving the safety of the waste dump slope.
由于排土场边坡内部松散介质具有流动性,传统监测系统无法全面反映介质内部颗粒间的错动和滑移情况,也难以捕捉松散堆积体滑移的前兆信息。为揭示排土场边坡失稳的动态演化过程,采用排土场边坡失稳耦合试验系统,开展了振动作用下排土场边坡失稳动态响应的声发射特性研究,并定量分析了不同振动频率作用下排土场边坡声发射参数演化的阶段性特征及其失稳起始节点。结果表明,随着振动频率的增加,边坡模型的破坏模式逐渐由小颗粒滑动转变为大规模滑坡,并呈现出“振动压实→振动平衡→动态失稳”的阶段过程;在低频高幅作用下,边坡模型主要表现为微小颗粒与基底砾石的滑移,肉眼难以捕捉,而在高频低幅作用下,边坡表面大面积受损,整体模型失稳;排土场边坡的动态失稳伴随着明显的声发射活动,声发射特征参数的变化在一定程度上揭示了排土场边坡动态失稳过程中内部状态的演化及其阶段特征;排土场边坡动态失稳过程中,时域内声发射的幅值和能量效率呈现出明显的分形特征。当排土场边坡接近破坏时,声发射参数的关联维数和NE值发生显著变化,可作为排土场边坡动态失稳破坏的前兆。研究成果为排土场边坡动态失稳的监测与预测提供了新的理论和方法支持,对提高排土场边坡安全性具有重要意义。