在装载和卸载试验下,红色砂岩不同应力空间的强度特征
Xiaojuan Zheng1, Yunfei Wang2, Mengyi Song3
1Jiaozuo Normal College, Jiaozuo, 454000, Henan, China.
Scientific reports
|August 3, 2024
概括
三轴负荷测试显示,在红色砂岩中,较高的初始限制压力和较慢的卸载速度会导致较大的轴应变和内部损伤. 应力路径分析对于了解地下工程中的红色砂岩故障机制至关重要.
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:
- 了解红色砂岩的机械行为对于地下工程项目至关重要.
- 三轴加载和卸载条件显著影响岩石强度和故障模式.
研究的目的:
- 为了研究红色砂岩在各种三轴加载和卸载限制压力率下的强度和故障特性.
- 分析不同应力空间中的强度变化,并建立失败标准.
主要方法:
- 岩石力学测试使用三轴加载系统进行.
- 对强度变化,应力路径和宏观失效特征的分析.
- 开发一个八面体剪切应力公式和一个3D实证强度标准.
主要成果:
- 较高的初始封闭压力和较低的卸载速度导致更长的输出截面,更大的轴应变和增加的内部损伤.
- 卸载限制压力削弱了凝聚力,并加强了内部摩擦角度.
- 建立了一个一般的八面体剪切应力公式和一个3D实证标准.
结论:
- 应力路径显著影响红色砂岩的故障机制.
- 建立的标准为评估在复杂应力条件下的红色砂岩强度提供了基础.
- 这些发现有助于评估红色砂岩结构中地下工程的稳定性.
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