在具有不同倾斜度的结构平面的复合岩质中变形和故障能量的演变机制
Zheng Yuan1, Daming Zhang2, Xu Dong2
1College of Mining, Liaoning Technical University, Fuxin, 123000, Liaoning, China. nineday2025@163.com.
Scientific reports
|December 19, 2025
概括
这项关于复合岩质量的研究揭示了结构平面的倾斜程度显著影响机械性能. 一个新的构成模型准确地预测了压力-应变行为,以提高矿山安全.
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
- 材料科学 材料科学 材料科学
背景情况:
- 了解复合岩质的行为对于采矿和土木工程至关重要.
- 结构平面显著影响岩石质量强度和变形.
研究的目的:
- 研究具有不同结构平面倾斜度的复合岩质的机械性能和能量演变.
- 开发一个构成模型来预测这些岩石质量的应力-应变行为.
主要方法:
- 煤炭砂岩复合样本的单轴压缩试验,倾斜度为0°,30°,45°,60°和90°.
- 应用能量理论来分析变形和故障能量转换.
- 开发一个破碎的损害构成模型.
主要成果:
- 压力强度显示U形趋势 (最小在45°,最大在90°).
- 峰值应变单调地减少;弹性模量随着倾斜而呈指数增大.
- 能量进化遵循四个阶段:压缩,弹性,塑性变形和失败.
结论:
- 结构平面的倾斜是控制复合岩质力学的一个关键因素.
- 开发的构成模型准确地捕捉了实验压力-应变数据.
- 这些发现为深层矿山的防灾和岩石质量稳定性分析提供了洞察力.
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