基于模型测试,分析大直径的底架的轴承机制
Jianhua Zhou1,2, Yang Song1, Bo Gong3
1Civil Engineering College, Liaoning Technical University, Fuxin, China.
PloS one
|December 31, 2025
概括
优化大直径柱子的下拉角显著提高承载能力,15°-20°是理想的. 这增强了负载转移和改变故障模式,这对于复杂的层级工程至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 设计基金会设计基金会设计基金会
- 土壤力学 土壤力学
背景情况:
- 在复杂的层中,直径较大的底层是必不可少的.
- 它们的轴承机制和故障模式需要进一步调查.
- 了解这些因素对于安全高效的基础设计至关重要.
研究的目的:
- 为了研究底层翻天角度和嵌入深度对基性能的影响.
- 为了阐明大直径的底架的轴承特性和故障机制.
- 为优化堆设计和预测故障行为提供理论基础.
主要方法:
- 使用相似性理论进行规模化实验室模型测试.
- 一个可视化的"半模型堆静态负载反应框架"系统.
- 系统变化下拉边角度 (0°-25°) 和嵌入深度 (60-80厘米).
主要成果:
- 低回角度是主导因素,15°-20°是提高承载能力的最佳条件 (增加204.99%).
- 负载转移转移到极端阻力主导在最佳角度 (最大65.09%的极端轴承比率在20°).
- 故障模式从透剪切演变为风扇形压缩和不稳定的膨胀/崩,随着下方轮角度的增加.
结论:
- 一个15°-20°的下拉角度范围优化承载能力和负载转移在大直径的.
- 过度的角度导致应力度和界面脱落,限制性能.
- 结果为工程设计和复杂层中的代码改进提供了有价值的参考.
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