轴承平台尺寸对NT-CEP堆组基础在复合力下承载能力的影响
Yongmei Qian1, Yuhang Li2, Xun Li3
1College of Civil Engineering, Jilin Jianzhu University, Changchun, 130118, China. qianyongmei@jlju.edu.cn.
Scientific reports
|March 29, 2025
概括
混凝土扩张板堆的承载能力随着承载平台的大小显著增加,在1.5倍堆直径的最佳性能. 加强平台-连接对于结构完整性至关重要.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 关于轴承平台尺寸对混凝土扩展板堆 (NT-CEP堆) 基础的影响的研究有限.
- 压力承载能力是基础性能的一个关键因素.
研究的目的:
- 调查轴承平台尺寸对NT-CEP基压力承载能力的影响.
- 分析在垂直和水平负荷组合下堆基础的行为.
主要方法:
- 使用ANSYS有限元软件创建一个四堆模型.
- 模拟轴承平台和周围土壤的故障行为.
- 分析了不同轴承平台尺寸的影响.
主要成果:
- 与没有平台相比,轴承平台的承载能力增加了66.67%.
- 当平台尺寸是堆直径的1.5倍时,观察到最佳轴承性能.
- 超过某个平台尺寸门后,在轴承能力增加方面注意到收益下降.
结论:
- 轴承平台的大小是NT-CEP堆基础容量的重要因素.
- 一个最佳的平台尺寸 (1.5倍直径) 最大限度地提高了轴承性能.
- 在平台-交点的应力度需要加强以防止局部损伤和保持整体容量.
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