具有可变角度接头的岩石的剪切机械性能
Guoyong Duan1,2,3,4, Yuchen Zhou3,4, Fei Li5,6,7
1Hubei Key Laboratory of Disaster Prevention Mitigation (China Three Gorges University), Yichang, China.
这项研究分析了具有可变角度的混凝土接头,揭示了不同的故障模式,并为斜坡稳定性分析提供了基础. 结果显示,峰值剪切强度与正常应力相关,与残余强度不同.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 斜坡的可变角连接是常见的,但在分析中往往过于简单.
- 之前的研究未能捕捉到可变角度表面的全部机械性能.
研究的目的:
- 分析具有可变角度的混凝土接头样本的机械性能.
- 在不同的正常应力下调查强度,变形和故障特性.
主要方法:
- 制造具有可变角度的混凝土接头样本.
- 在不同的正常应力条件下进行的直接切割试验.
- 分析实验数据并与理论模型进行比较.
主要成果:
- 峰值剪切强度和剪切刚度与正常应力呈正相关性.
- 正常和触点位移与负相关.
- 在高角度 (垂直和剪切裂) 和低角度区域 (剪切损伤) 观察到明显的故障模式.
结论:
- 可变角度接头表现出区域剪切故障模式.
- 这些发现为分析可变角度结构表面的稳定性提供了理论基础.
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