软岩的统计损害构成模型基于改进的霍克-布朗强度标准
Zhenhua Wang1, Zecheng Wang2, Xin Chen1
1School of Civil and Architecture Engineering, East China University of Technology, Nanchang, 330013, China.
Scientific reports
|January 6, 2025
概括
了解软岩道的稳定性对于安全性和效率至关重要. 这项研究揭示了限制压力如何影响岩石破裂,并引入了一个新的模型来预测道中的软岩石行为.
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
- 道工程 道工程是指道工程.
背景情况:
- 在软岩土中建造道对稳定性构成重大挑战.
- 了解周围岩石的机械行为对于安全高效的道设计至关重要.
- 现有的模型可能无法完全捕捉软岩在不同条件下的复杂故障机制.
研究的目的:
- 为了研究限制压力对软岩石故障特征的影响.
- 为软岩石开发一个改进的强度标准,考虑关键的限制压力.
- 为山地道中的软岩石构建一个统计损害构成模型.
主要方法:
- 在不同限制压力下对软岩样本进行三轴切割试验.
- 提出一个增强的Hoek-Brown强度标准.
- 开发基于微单位强度的韦布尔分布的统计损害构成模型.
主要成果:
- 观察到故障特征的过渡,从应变软化到应变硬化,随着限制压力的增加.
- 改进的霍克-布朗标准准确地预测了拉伸区的拉伸强度 (误差<5%).
- 统计损害构成模型现实地描绘了软岩损害演变和应力-应变行为.
结论:
- 限制压力显著改变软岩的故障模式.
- 拟议的霍克-布朗标准和统计损害模型为软岩的行为提供了准确的预测.
- 这些发现为提高山地道建设的安全性和效率提供了宝贵的参考.
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