关于受损周围岩石及其 anchorage 机制的故障规律的实验研究
Heng Ren1,2, Yongjian Zhu3, Qi Yao4
1School of Civil Engineering, Hunan City University, Yiyang, 413000, China. 1078214076@qq.com.
Scientific reports
|March 31, 2025
概括
这项研究调查了道挖掘和岩石螺栓固期间的岩石损伤. 岩石螺栓影响故障特征,而不是模式,减少裂传播,并提高对岩石螺栓复合材料行为的理解.
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
- 挖掘道是为了挖掘道.
背景情况:
- 关于道挖掘过程中周围岩石损伤演变的研究有限.
- 了解岩石螺栓在削弱的岩石质量中的 anchoring机制是不够的.
研究的目的:
- 为了调查道路挖掘和撤退期间周围岩石的破坏减弱进化规律.
- 为了探索岩石螺栓在损坏的岩石质量中的定机制.
主要方法:
- 在砂岩样本上进行了三轴加载-卸载和单轴再加载实验.
- 利用扫描电子显微镜 (SEM) 分析来检查受损岩石的微观结构特征.
- 结合实验室实验,理论分析和岩石螺栓复合体的故障特征.
主要成果:
- 岩石损伤程度因轴性卸载点而异,显示下降然后增加.
- 岩石螺栓没有改变故障模式 (在低损伤时分裂,在高损伤时剪切滑动),但多样化了故障特征.
- 故障模式与损伤程度 (η比) 相相关;螺栓通过降低应力强度因子来抑制机翼裂纹的传播.
结论:
- 这项研究为岩石螺栓复合材料故障模式和螺栓固效应之间的关系提供了显微解释.
- 这些发现提高了对岩石质量行为的理解,并支持改善道支设计.
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