1. 内蒙古科技大学 矿业研究院,内蒙古,包头,014010
2. 中国矿业大学(北京) 能源与矿业学院,北京,100083
3. 中国矿业大学 矿业工程学院,江苏,徐州,221116
4. 黑龙江科技大学 矿业工程学院,黑龙江,哈尔滨,150022
网络首发:2022-10-03,
纸质出版:2022
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陈光波, 张俊文, 贺永亮, 等. 煤岩组合体峰前能量分布公式推导及试验[J]. 岩土力学, 2022,43(S2):130-143.
CHEN Guang-bo, ZHANG Jun-wen, HE Yong-liang, et al. Derivation of pre-peak energy distribution formula and energy accumulation tests of coal-rock combined body[J]. 2022, 43(S2): 130-143.
陈光波, 张俊文, 贺永亮, 等. 煤岩组合体峰前能量分布公式推导及试验[J]. 岩土力学, 2022,43(S2):130-143. DOI: 10.16285/j.rsm.2021.0704.
CHEN Guang-bo, ZHANG Jun-wen, HE Yong-liang, et al. Derivation of pre-peak energy distribution formula and energy accumulation tests of coal-rock combined body[J]. 2022, 43(S2): 130-143. DOI: 10.16285/j.rsm.2021.0704.
冲击地压一定是在能量驱使下发生的,为探索引发冲击地压的能量在煤岩系统中的积聚层位,构建了煤岩组合体力学模型,推导了煤岩组合体峰前能量分布公式,对细砂岩−煤(fine sandstone-coal,简称FC)、粗砂岩−煤(gritstone-coal,简称GC)、细砂岩−煤−粗砂岩(fine sandstone-coal-gritstone,简称FCG)3种组合体开展5种加载速率下的能量积聚规律试验,分析了组合体破坏特征、力学特性及能量积聚规律。试验表明:(1)在0.001 mm/s加载速率下,组合体峰前能量主要以原生裂纹的扩展、贯通的形式缓慢耗散,属于塑性完全破坏;在0.1 mm/s加载速率下,组合体峰前能量主要以局部弹射破坏的形式快速释放,属于脆性不完全破坏。(2)组合体的抗压强度、弹性模量、峰前能量、冲击能量指数与加载速率呈对数关系。随着加载速率增大,组合体抗压强度、弹性模量、冲击能量指数增幅逐渐减小,峰前能量增长率呈现低-高-低的趋势。(3)随着加载速率增加,煤组分储能增多,能量占比增大。在0.001~0.010 mm/s加载速率下,煤组分积聚能量增加较快;在0.010~0.100 mm/s加载速率下,煤组分积聚能量增加较慢。(4)相同加载速率下,煤组分能量占比顺序:FC组合体>FCG组合体>GC组合体。(5)组合体中煤组分能量占比均大于50%,煤组分是能量积聚的主要载体。相同应力条件下,软弱岩层能量积聚能力强于坚硬岩层,更易积聚能量。研究结果可为确定冲击地压能量积聚层位和释能减冲工作提供参考。
Rockburst must occur under the drive of energy. In this study
a mechanical model of coal-rock combined body was constructed to explore the accumulation layer of energy causing rockburst in coal-rock system
and a formula of pre-peak energy distribution of coal-rock combined body was deduced. The experiments of energy accumulation under five loading rates of fine sandstone-coal (FC)
coarse sandstone-coal (GC) and fine sandstone-coal-coarse sandstone (FCG) were carried out. The failure characteristics
mechanical properties and energy accumulation law of the combined body were analyzed. The results showed that: 1) At a loading rate of 0.001 mm/s
the pre-peak energy of the combined body was mainly dissipated slowly in the form of primary crack propagation and coalescence
which belongs to complete plastic failure; and at the 0.1 mm/s loading rate
the pre-peak energy of the combined body was mainly released rapidly in the form of local ejection failure
which belongs to brittle incomplete failure. 2) The compressive strength
elastic modulus
pre-peak energy and impact energy index of the combined body have a logarithmic relationship with the loading rate. As the loading rate increases
the increases of compressive strength
elastic modulus and impact energy index decrease gradually
and the pre-peak energy growth rate shows a "low-high-low" trend. 3) The energy storage and energy share of coal components increase as the loading rate increases. At the 0.001−0.010 mm/s loading rate
the accumulated energy of coal components increases rapidly and at the 0.010-0.100 mm/s loading rate
the accumulated energy of coal components increases slowly. 4) At the same loading rate
the energy proportion of coal components is in the following order: FC combined body > FCG combined body > GC combined body. 5) The energy proportion of coal component in the combined body surpasses 50%
and the coal component is the main carrier of energy accumulation. Under the same stress condition
the energy accumulation ability of weak rock is stronger than that of hard rock. In other words
energy is more easily accumulated in weak rocks. The research results can provide an insight into determining the energy accumulation layer of rock burst and the work of energy release and impact reduction.
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