在考虑周围的土壤压力的情况下,对分阶段性道层进行模型实验调查
Mingyu Li1, Jinghui Yang1, Jian Chen2
1School of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China.
Scientific reports
|April 15, 2025
概括
这项研究研究了周围的土壤压力如何影响分层道层. 结果确定了垂直位移,关节位移和收之间的关系,以改善道工程中的变形分析.
科学领域:
- 地质技术工程 地质技术工程
- 结构工程 结构工程
- 道工程 道工程是指道工程.
背景情况:
- 周围的土壤压力显著影响了道层的行为.
- 了解分阶段道线的变形特征对于结构完整性至关重要.
- 现有的研究可能无法完全捕捉土壤压力和地变形的复杂相互作用.
研究的目的:
- 为了研究在周围土壤压力下分阶段性道层的变形特征.
- 开发和验证一个模拟土壤压力对道内的影响的模型测试装置.
- 在分段道结构中建立各种变形参数之间的关系.
主要方法:
- 设计了一个模型测试装置,使用预应力弹来模拟周围的土壤压力.
- 开发了一个螺栓连接的分层层模型,承受集中负荷.
- 使用数值模拟验证的测试结果.
- 测量的断片位移,包括垂直位移 (Vd),环关节位移 (CJ),纵向关节位移 (LJ) 和收 (C).
主要成果:
- 在模拟的土壤压力下,定量化的段位移变化.
- 在纵向关节脱和整体环内变形之间建立了明确的关系.
- 确定了垂直移位,环关节位移,垂直收和纵向关节位移之间的相关性.
结论:
- 开发的模型测试装置有效地模拟了土壤压力对分阶段道层的影响.
- 该研究提供了对这些结构中变形机制的基本理解.
- 建立的关系为道工程和设计提供了有价值的预测见解.
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