Shao Xiaoping, Tian Chuang, Li Chao, Fang Zhiyu, Zhao Bingchao, Xu Baowa, Ning Jianbo, Li Longqing, Tang Renlong
Energy School, Xi'an University of Science and Technology, Xi'an 710054, China.
Key Laboratory of Western Mines and Hazards Prevention, Ministry of Education of China, Xi'an 710054, China.
Materials (Basel). 2022 Oct 17;15(20):7235. doi: 10.3390/ma15207235.
With the wide application of the filling mining method, it is necessary to consider the influence of rock activity on the filling body, reflected in the laboratory, that is, the influence of loading rate. Therefore, to explore the response characteristics of loading rate on the mechanical and damage characteristics of aeolian sand paste filling body, DNS100 electronic universal testing machine and DS5-16B acoustic emission (AE) monitoring system were used to monitor the stress-strain changes and AE characteristic parameters changes of aeolian sand paste filling body during uniaxial compression, and the theoretical model of filling sample damage considering loading rate was established based on AE parameters. The experimental results show that: (1) With the increase in loading rate, the uniaxial compressive strength and elastic modulus of aeolian sand paste-like materials (ASPM) specimens are significantly improved. ASPM specimens have ductile failure characteristics, and the failure mode is unidirectional shear failure → tensile failure → bidirectional shear failure. (2) When the loading rate is low, the AE event points of ASPM specimens are more dispersed, and the large energy points are less. At high loading rates, the AE large energy events are more concentrated in the upper part, and the lower part is more distributed. (3) The proportion of the initial active stage is negatively correlated with the loading rate, and the proportion of the active stage is positively correlated with the loading rate. The total number of AE cumulative ringing decreases with the increase in loading rate. (4) Taking time as an intermediate variable, the coupling relationship between ASPM strain considering loading rate and the AE cumulative ringing count is constructed, and the damage and stress coupling model of ASPM specimen considering loading rate is further deduced. Comparing the theoretical model with the experimental results shows that the model can effectively reflect the damage evolution process of ASPM specimens during loading, especially at high loading rates. The research results have significant reference value for subsequent strength design of filling material, selection of laboratory loading rate and quality monitoring, and early warning of filling body in goaf.
随着充填采矿法的广泛应用,有必要考虑岩石活动对充填体的影响,在实验室中体现为加载速率的影响。因此,为探究加载速率对风积砂膏体充填体力学及损伤特性的响应特征,采用DNS100电子万能试验机和DS5 - 16B声发射(AE)监测系统,监测风积砂膏体充填体单轴压缩过程中的应力 - 应变变化及AE特征参数变化,并基于AE参数建立了考虑加载速率的充填试样损伤理论模型。实验结果表明:(1)随着加载速率的增加,风积砂膏体状材料(ASPM)试样的单轴抗压强度和弹性模量显著提高。ASPM试样具有延性破坏特征,破坏模式为单向剪切破坏→拉伸破坏→双向剪切破坏。(2)加载速率较低时,ASPM试样的AE事件点较为分散,大能量点较少。加载速率较高时,AE大能量事件在上部较为集中,下部分布较多。(3)初始活跃阶段的比例与加载速率呈负相关,活跃阶段的比例与加载速率呈正相关。AE累计振铃总数随加载速率的增加而减少。(4)以时间为中间变量,构建了考虑加载速率的ASPM应变与AE累计振铃计数之间的耦合关系,进一步推导了考虑加载速率的ASPM试样损伤与应力耦合模型。将理论模型与实验结果对比表明,该模型能有效反映ASPM试样加载过程中的损伤演化过程,尤其是在高加载速率下。研究结果对后续充填材料强度设计、实验室加载速率选择及质量监测以及采空区充填体的预警具有重要参考价值。