在增量循环加载和卸载下,岩石质量的能量消散和膨胀过程
Bin Wang1, Jiebing Zhu2,3, Zhihao Jin1,4
1Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan, 430010, Hubei , China.
Scientific reports
|May 19, 2025
概括
循环装载和卸载 (CLU) 导致岩石通过能量消耗和微碎积累而恶化. 这项研究揭示了在增量CLU三轴测试中能量消耗与岩石扩张和故障模式的关系.
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:
- 岩石质量的机械性能在循环装载和卸载 (CLU) 下降.
- 能量消耗和微裂痕积累是这种恶化的关键因素.
- 了解能量消散和膨胀之间的联系对于地下工程至关重要.
研究的目的:
- 为了研究能量消散和岩石膨胀过程之间的关系.
- 在增量CLU三轴条件下分析岩石断裂模式.
- 建立基于能量参数和应变的剪切膨胀角度模型.
主要方法:
- 开发了一种增量CLU模式,并应用于三轴测试.
- 测试是在0MPa至50MPa的限制压力下进行的.
- 使用能量消耗定义了损害变量,并分析了与能量参数和主要应变的关系.
主要成果:
- 故障模式从拉力转换为X型剪切,然后在增量CLU下转换为剪切-扩展故障.
- 能量消耗率呈现出"U"形趋势,随着CLU周期的增加.
- 剪切膨胀角度显示非线性增加到峰值,随后逐渐衰退.
结论:
- 在三轴测试中的增量CLU导致剪切扩张失败,原因是体积扩张和损伤积累.
- "U"形能量消耗趋势归因于最初的紧缩和随后的结构损伤.
- 已建立的两参数剪切膨胀角度模型捕捉了这些条件下的岩石的行为.
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