考虑粗度的变化及其应用的联合岩石质量的组成关系
Xiaolin Li1,2,3, Ge Zhang4, Xinyi Chen5
1Anhui and Huaihe River Institute of Hydraulic Research, Hefei, China.
Scientific reports
|December 23, 2025
概括
这项研究引入了岩石关节行为的新模型,考虑到剪切过程中的粗度变化. 这提高了分层岩石斜坡稳定性和故障过程的预测.
科学领域:
- 地质技术工程 地质技术工程
- 岩石力学 岩石力学 岩石力学
- 计算地质学的计算地质学
背景情况:
- 岩石关节的粗性显著影响了多层岩石的斜坡稳定性.
- 现有的模型通常假设恒定粗度,导致不准确的剪切变形分析.
- 剪切过程中关节粗度的动态演变对于准确的建模至关重要.
研究的目的:
- 为结合性岩石群体开发一种新的构成模型,该模型包含了关节表面粗度的演变.
- 量化地将剪切位移与粗度降低联系起来,以改善度预测.
- 为了提高数值模拟对分层岩石斜坡稳定性的准确性.
主要方法:
- 基于直接剪切试验的应力位移数据开发了一个新的构成模型.
- 将模型实施到用于模拟的数值软件中.
- 使用实验室剪切试验数据在不同正常应力下验证模型.
- 进行斜坡稳定性分析,与传统模型进行比较.
主要成果:
- 拟议的模型准确地捕获了峰值和剩余强度.
- 它提供了更现实的剪切刚性演变的表现.
- 与莫尔 - 库伦模型相比,数值模拟显示了对渐进性故障和安全因素的更好的预测.
结论:
- 纳入关节粗度的演变显著提高了对层岩斜坡的数值分析的可靠性.
- 新模型为预测变形和故障机制提供了更准确的方法.
- 这一进步对于更安全,更有效的岩石斜坡工程至关重要.
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