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高架桥梁堆对邻近的深挖工程的机械反应
Ping Zhao1, Youqiang Qiu2, Zhanqi Wang3
1School of Architecture and Engineering, Tongling University, Tongling, 244000, China.
Scientific reports
|January 12, 2025
概括
深度挖掘对邻近的高架桥梁 (BP) 产生重大影响,深度随着移位和内部力量的增加. 距离挖掘地点的近距离也会放大这些影响,这对城市建设的可持续性至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 结构工程 结构工程
- 城市规划 城市规划
背景情况:
- 城市地区的建设对现有结构构成风险.
- 了解结构对深度挖掘的机械反应对于安全和可持续性至关重要.
研究的目的:
- 在深度挖掘的影响下,研究高架桥梁 (BP) 的位移和内部力行为.
- 为优化城市环境中的工程结构提供数据.
主要方法:
- 一个三维的有限元素模型是使用一个现实世界的项目开发的,在高架桥附近进行深度挖掘.
- 数值结果与测量数据进行了验证.
主要成果:
- 堆位移,曲矩和剪切力随着挖掘深度的增加而增加.
- 最大的水平和垂直位移分别为2.3mm和10.05mm.
- 最大曲矩达到1,140.8 kN·m,剪切力从1,206 kN到-2282 kN不等.
结论:
- 堆的行为对挖掘深度和距离敏感.
- 轴力对挖掘深度的敏感性较小.
- 调查结果支持可持续的城市发展和结构优化.
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