在干燥和和状态下对石的爬行机械特性和故障模式的实验研究
Xiaoqiang Zhang1, Jianbing Yan2, Kai Wang1
1College of Mining Engineering, Taiyuan University of Technology, Taiyuan, 030024, Shanxi, China.
Scientific reports
|October 28, 2025
概括
水的透大大削弱了石英石柱,降低了它们的长期强度,改变了爬行行为. 这项研究强调了湿度对地下工程稳定性的关键影响.
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
- 采矿工程 采矿工程 采矿工程
背景情况:
- 水的透是影响地下结构耐用性和安全性的关键因素.
- 地下矿山中的炭石柱因暴露在水中,容易出现长期稳定性问题.
- 了解不同湿度条件下的石英石的爬行特征对于矿山安全至关重要.
研究的目的:
- 调查长期水透对No.3炭石柱的爬行行为和稳定性的影响.
- 在干燥和和条件下比较 antracite 的机械性能和爬行特性.
- 开发一种预测模型,用于在不同压力和水分水平下进行石爬行.
主要方法:
- 在No.3炭石样本上进行了传统的单轴压缩和单轴爬行试验.
- 在干燥和和条件下进行测试,以模拟不同的湿度环境.
- 基于实验数据开发了一个非线性损伤粘弹性-塑料爬行模型.
主要成果:
- 当压力超过长期强度时,无论水分如何,炭石爬行会呈现衰变,稳定状态和加速阶段.
- 与干样相比,和的炭石显示了更高的瞬间弹性应变增加率.
- 在和条件下,与干燥条件相比,长期强度下降了大约41% (7.604MPa与4.489MPa).
- 由于水变软,故障模式从干样中的剪切故障转移到和样品中的性故障.
结论:
- 水的透大大降低了石柱的瞬间和长期强度.
- 开发的爬行模型准确地描述了双阶段 (低应力) 和三阶段 (高应力) 爬行特征.
- 湿度显著影响了石的爬行行为和故障机制,需要在地下矿山中仔细管理水资源.
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