再生岩石质量的轴承特性和损坏规则
Ping Wang1,2, Zilong Zeng1, Yingming Li3
1College of Resources, Environment and Safety Engineering, University of Science and Technology of Hunan, Xiangtan, 411201, China.
Scientific reports
|January 15, 2025
概括
这项研究揭示了再生岩石质量的强度如何通过更好的凝固材料得到改善,将故障从柔性转变为脆性. 这些发现指导了工程稳定性和采矿支持系统.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 岩石机械学 岩石机械学
背景情况:
- 再生性岩石质量在采矿和土木工程中至关重要.
- 了解它们在不同地质条件下的轴承特性和损伤演变对于稳定性至关重要.
- 现有的模型可能无法完全捕捉这些工程材料的复杂行为.
研究的目的:
- 研究再生岩石质量的轴承特性和损伤演变.
- 为这些岩石质量的机械强度开发一个预测模型.
- 为再生岩质工程项目的稳定性控制提供指导.
主要方法:
- 在准备好的再生岩质样本上进行单轴负荷测试.
- 使用粒子流代码3D (PFC3D) 的数值模拟.
- 理论推导和损害构成模型的开发.
主要成果:
- 二次损伤过程被分为三个阶段:高峰前,减弱和摩擦.
- 改进的凝固材料性能提高了承载能力,并将故障模式从柔性转变为脆性.
- 数字模拟证实了通过增强的固材料从拉力到剪切故障的过渡.
结论:
- 一个包含韦布尔分布和损伤纠正系数的新型损伤构成模型准确地预测了机械强度.
- 凝固材料的增强机械性能是提高再生岩石质量性能的关键.
- 结果为设计采矿操作中的支持系统和确保道路稳定性提供了理论和实际见解.
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