地应力环境对深埋硐室岩爆特性影响的数值模拟研究Numerical study on the influence of in-situ stress environment on rock-burst characteristics in deep-buried chambers
赵红亮,仇岩,梁海安,杨泽平,张娟
摘要(Abstract):
为了探究地应力环境对深部硐室岩爆特性的影响,通过FLAC3D数值模拟软件,建立了高地应力环境下圆形硐室的数值模型,结合硬岩在某个特定围压状态下的实验数据,拟合出了硬岩的极限储能值经验公式,基于岩石应力强度比、弹性变形能岩爆判别指标和相关判据,研究不同地应力环境对岩爆的影响。研究结果表明,岩爆产生的风险和对应的岩爆烈度等级均会受到地应力环境的影响。具体表现为当侧向压力系数λ<1.00时,岩爆会产生在硐室两侧,随着侧向压力系数的增加,岩爆判别指标数值减小,硐室发生岩爆的风险降低;当侧向压力系数λ>1.00时,岩爆发生在硐室的顶部和底部,随着侧向压力系数的增加,岩爆判别指标数值增大,硐室发生岩爆的风险增大。
关键词(KeyWords): 岩爆特性;地应力环境;侧向压力系数;弹性变形能;岩石应力强度比
基金项目(Foundation): 国家自然科学基金面上基金资助项目(42077255);; 江西省自然科学基金重点资助项目(2020ACBL203010);; 东华理工大学博士科研启动基金资助项目(DHBK2019254)
作者(Author): 赵红亮,仇岩,梁海安,杨泽平,张娟
DOI: 10.13532/j.jmsce.cn10-1638/td.20231011.001
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