关于岩石质量扩张和应力值在装卸过程中的变化定律的研究
Yanhong Du1, Laigui Wang2, Feng Chen2
1School of Mechanics and Engineering, Liaoning Technical University, Fuxin, 123000, Liaoning, China. duyanhong1209@sina.com.
Scientific reports
|December 3, 2025
概括
这项研究使用三轴压缩和卸载测试来研究岩石扩张. 它揭示了扩张主要发生在后期阶段,在加速和绝对扩张下,体积应变比例显著增加.
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 是一种材料科学.
背景情况:
- 岩石膨胀是一种影响岩石质量在压力下行为的关键现象.
- 了解扩张对于预测岩石破裂和稳定性至关重要.
- 现有的模型需要改进,以充分捕捉扩张阶段和相关的骨折演变.
研究的目的:
- 在三轴压缩和卸载条件下的粗砂岩中研究扩张现象.
- 将岩石膨胀过程根据应力-应变行为划分为不同的阶段.
- 分析断裂演变,并提出狭窄和普遍扩张的新概念.
主要方法:
- 传统的三轴压缩测试和卸载限制压力测试是在粗砂岩上进行的.
- 分析了偏差应力-应变曲线,以确定扩张阶段.
- 用数值模拟来研究不同扩张阶段的断裂演变.
- 一个双线扩张模型被用来分析明显扩张角度和扩张指数.
主要成果:
- 该研究确定了四个扩张阶段:线性弹性,缓慢相对,加速相对和绝对扩张.
- 在两种测试类型中,随着限制压力的增加,明显的扩张角度显著下降.
- 特征性应力值 (裂纹启动,损伤,峰值强度) 随着限制压力而增加.
- 扩张应变随着限制压力的增加而减少,在卸载后观察到更大的体积应变.
结论:
- 岩石膨胀主要发生在加速的相对膨胀和绝对膨胀阶段,占体积应变的76.73%.
- 拟议的狭窄 (绝对) 和通用 (相对) 扩张的概念为分析提供了一个框架.
- 限制压力显著影响扩张性行为,15MPa被确定为扩张性指数的关键分界点.
- 这项研究提供了一种有效的方法来分析岩石膨胀现象.
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