在单轴压缩下对回填混凝土动态裂扩张和尺寸效应的研究
Xicai Gao1,2,3, Huan Xia1,2,3, Kai Fan4
1State Key Laboratory of Green and Low-Carbon Development of Tar-Rich Coal in Western China, Xi'an University of Science and Technology, Xi'an 710054, China.
Materials (Basel, Switzerland)
|December 9, 2023
概括
这项研究研究了使用混凝土裂分析在部侧入口保持路边支体的稳定性. 先进的AI模型识别了裂模式,揭示了压力和尺寸如何影响更好的工程设计的故障模式.
科学领域:
- 采矿工程 采矿工程 采矿工程
- 材料科学 材料科学 材料科学
- 人工智能的人工智能
背景情况:
- 在现代采矿中,侧入口保持技术至关重要,但随着深度和速度的增加,它面临着挑战.
- 路边支体的稳定性对于门侧入口保持成功至关重要.
- 了解支结构的变形和不稳定机制对于安全高效的采矿操作至关重要.
研究的目的:
- 调查路边支体的变形特征和不稳定机制.
- 开发一种细致的识别和定量表征方法,用于背填混凝土中的宏观裂.
- 揭示路边支体中的动态裂扩张规则和维度效应.
主要方法:
- 在单轴压缩下对背填充混凝土裂进行动态膨胀试验.
- 应用YOLOv5算法用于宏观裂识别和表征.
- 集成碎形理论来分析裂膨胀规则和维度效应.
主要成果:
- 在破裂识别方面,YOLOv5模型实现了高精度 (F1=75%,mAP=71%).
- 在标本末端开始微裂,在产量压力后显著发生宏观裂.
- 裂膨胀率,密度和碎形尺寸表现出随着应力增加的阶段变化,显示出前体特征.
- 增加样本大小改变了故障模式,从拉力到剪切,并简化了表面裂网络.
结论:
- 该研究提供了一种人工智能驱动的方法,用于分析采矿支持结构中的混凝土裂动态.
- 研究结果揭示了对压力依赖的裂行为和影响支体稳定性的尺寸效应的关键见解.
- 这项研究为优化设计和预测工程应用中路边支体的不稳定性提供了实验基础.
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