首页|矿震动载影响下的储水结构坝体损伤破坏特征研究

矿震动载影响下的储水结构坝体损伤破坏特征研究

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煤矿地下水库是西部矿区煤炭开采水资源保护与利用的重要技术手段,而储水结构坝体稳定性是地下水库安全建设及稳定运行的核心评价指标.以西部矿区上湾煤矿22101地下水库为工程背景,采用数值模拟的方法,分析不同震源位置的矿震动载对煤矿地下水库煤柱坝体与人工坝体的影响.结果表明:煤柱坝体与T型人工坝体在受矿震动载作用后,高应力区范围显著增大、应力集中程度明显提高且走向方向的塑性区范围有所增加;与远场矿震动载作用相比,近场矿震动载的影响更加明显;处于迎波面的坝体受影响较大.在远场循环动载扰动下,仅初始扰动对T型人工坝体强度明显削弱.
Damage and fracture characteristics of the dam body under the vibration load
The underground reservoir in coal mines is an important means of protecting and using the wa-ter resources of coal mines in western mining areas,and the stability of water storage structure dam is the basic rating index for the safe construction and stable operation of the underground reservoirs.Based on the engineering background of 22101 underground reservoirs at the Shangwan coal mine in the western mining region,the influence of mine vibration load at different focal locations on the coal pillar dam and artificial dam of the underground coal mine reservoir is studied with theoretical analysis and numerical simulation.The results show that the range of high-stress zone,stress concentration,and the range of plastic zone in the strike direction increase significantly after the coal pillar dam and T-shaped artificial dam are loaded by the mine vibration.The effect under the vibratory load of the near-field mine is more apparent,than that in a far-field mine,especially the dam body on the facing wave.For the far-field cyclic dynamic load dis-turbance,only the initial disturbance considerably weakens the force of the T-type artificial dam.

mine earthquakedynamic loadunderground reservoirpillar damartificial dam body

武洋、姚强岭、吴宝杨、吴城乐

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北京低碳清洁能源研究院煤炭开采水资源保护与利用全国重点实验室,北京 102211

中国矿业大学矿业工程学院,江苏 徐州 221116

国家能源集团神东煤炭技术研究院,陕西 榆林 719000

矿震 动载 地下水库 煤柱坝体 人工坝体

国家自然科学基金青年基金项目国家能源集团科技创新项目神东矿区煤矿地下水库智能监测与安全防控研究及示范项目

51674284GJNY-18-80GJNY-21-26

2024

采矿与安全工程学报
中国矿业大学 中国煤炭工业劳动保护科学技术学会

采矿与安全工程学报

CSTPCD北大核心
影响因子:2.054
ISSN:1673-3363
年,卷(期):2024.41(3)