深竖井井筒围岩岩爆倾向性预测分析OA
岩爆倾向性分析是岩爆防控的基础,该文以胶东地区某深竖井为工程背景,通过开展岩石力学试验、地应力测试,获得岩爆倾向性评价的基本参数,选取岩石自身力学性质的评价指标(冲击能量指数、弹性应变能指数)和外部围岩条件指标(地应力指数、RQD指标)两方面 4 项指标,进行岩爆倾向性分析研究.研究表明,竖井 1000~1500 m深度范围岩爆倾向性多为中等岩爆—强烈岩爆.竖井深部区域岩爆倾向性是受岩层自身性质、岩石完整性情况、地应力条件等多因素共同作用的结果.施工中对于完整性较好的岩层,可采用钻孔卸压、柔性支护等技术来防控深竖井岩爆灾害.
Rock burst tendency analysis is the basis for rock burst prevention and control.Based on a deep shaft in Jiaodong area as an engineering background,the basic parameters for rock burst tendency evaluation are obtained by carrying out rock mechanics tests and ground stress tests,and four indicators including evaluation indicators(impact energy index,elastic strain energy index)and external surrounding rock condition indicators(ground stress index,RQD index)are selected to conduct rock burst tendency analysis and research.Research shows that most of the rockburst tendencies in the shaft depth range from 1 000 m to 1 500 m range from moderate to strong rockburst.The tendency of rock burst in the deep area of the shaft is the result of the joint action of many factors such as the nature of the rock formation itself,rock integrity,and ground stress conditions.During construction,for rock formations with good integrity,drilling pressure relief,flexible support and other technologies can be used to prevent and control rock burst disasters in deep shafts.
况丹阳;王玺
山东黄金矿业(莱州)有限公司三山岛金矿,山东 烟台 261400山东黄金集团有限公司深井开采实验室,山东 烟台 261400
交通工程
深竖井地应力岩爆倾向性预测分析金矿
deep shaftin-situ stressrockburst tendencyprediction and analysisgold mine
《科技创新与应用》 2026 (7)
44-47,51,5
山东省自然科学基金面上项目(ZR2024ME045)
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