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在附加费负载条件下对盾段结构模型进行比较分析和安全评估.
Xiaofeng Liu1, Yan Jiang1, Xiaolong Li1
1School of Water Conservancy and Transportation, Zhengzhou University, 100 Science Avenue, Zhengzhou 450001, China.
Materials (Basel, Switzerland)
|October 28, 2023
概括
弹模型准确地预测了额外负载下的盾道段行为,超过了梁弹模型. 控制表面负荷对于道的安全性和寿命至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 结构分析 结构分析
- 道技术 道技术
背景情况:
- 对盾道段的精确机械响应模型对于项目设计和成本效益至关重要.
- 现有的外弹和梁弹模型在附加负载下没有明确的比较准确性.
研究的目的:
- 建立和比较贝弹和梁弹模型,用于盾道段分析.
- 为了澄清两种模型之间的内部力和变形计算的差异.
- 根据现场测量评估模型的可靠性,并评估细分安全性.
主要方法:
- 基于真实地铁盾道项目的贝弹和梁弹模型的开发.
- 通过与现场测量和模型测试数据进行比较,验证模型可靠性.
- 通过最终承载能力分析评估细分结构安全性.
主要成果:
- 贝弹模型揭示了一个非平面的拉力状态在部分,与内部力量向中心下降.
- 与贝弹模型相比,梁弹模型产生了更高的内部力,特别是曲时刻.
- 随着充电负载的增加,模型差异减少;外弹结果与现场数据密切匹配.
结论:
- 贝弹模型对于计算盾道段的机械响应更为准确和可靠.
- 增加的加载负载降低了盾道的安全性,需要合理的负载控制.
- 结果为未来的护道层设计和优化提供了参考.
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