在相结合的现场应力和爆破负荷下修改和验证破裂区范围
Xingchao Tian1,2, Tiejun Tao3, Lang Huang4
1College of Civil Engineering, Guizhou Institute of Technology, Guiyang, 550001, China.
Scientific reports
|August 12, 2025
概括
一种新的方法准确地预测了在现场应力下爆炸裂的传播,指导了爆炸孔的设计. 这项研究提高了深层岩石工程中的爆炸效率.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 爆炸物工程 爆炸物工程
背景情况:
- 了解爆破裂纹传播对于优化岩石工程中的爆破孔布局至关重要.
- 在现场压力显著影响在爆炸期间的岩石质量行为.
研究的目的:
- 提出一种修改后的计算方法,用于在现场压力和爆破压力下碎和破裂的区域.
- 通过数值模拟验证修改后的方法,并分析影响裂传播的因素.
主要方法:
- 开发了一种基于合应力分布的修改计算方法.
- 使用霍姆奎斯特-约翰逊-库克 (HJC) 模型进行单孔喷气的数值模拟.
- 研究埋葬深度,侧向压力系数和材料特性对裂纹模式的影响.
主要成果:
- 修改后的方法准确地预测了裂延伸的长度和方向,与模拟相比,误差在5.5%和4°之间.
- 在合应力场下,裂长度分布不均.
- 发现侧面压力系数与最长辐射裂的角度之间存在相关性.
结论:
- 修改后的理论方法为预测岩石爆炸中裂传播提供了高准确度.
- 结果为设计深层岩石爆炸参数和提高爆炸效率提供了宝贵的见解.
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