由双轨EPBM切割水泥土的复合堆基础产生的覆盖墙体结构的反应 现场测量和数值分析
Xue-Sen Li1, Cheng Huang2, Shi-Ju Ma3,4,5,6
1School of civil engineering, Henan University of Engineering, Zhengzhou, 451191, China.
Scientific reports
|January 11, 2025
概括
这项研究模拟了州地铁5号线的模型.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 道工程工程 道工程
背景情况:
- 州地铁5号线建设涉及一个水泥土群堆复合基.
- 在现有结构下挖掘道带来了重大的工程挑战.
研究的目的:
- 建立和验证一个简化的有限元模型,用于分析一个复合材料基础下的盾牌道.
- 为了研究面压和接压对上层结构沉积物的影响.
主要方法:
- 面积加权复合模量方法用于简化基础.
- 地球压力平衡机 (EPBM) 道的有限元素建模.
- 将数值模拟结果与现场监测数据进行比较.
主要成果:
- 简化的有限元模型准确地预测了结算,验证了它的合理性.
- 增加表面压力和接压力有效地减少了上层结构沉积.
- 存在最佳的压力范围;超过0.20 MPa的面压和0.35 MPa的接压,沉积物抑制的好处就会减少.
结论:
- 简化模型为评估道对复合材料基础的影响提供了可靠的工具.
- 优化面部和接压力对于最小化沉积和确保道挖掘过程中的结构完整性至关重要.
- 进一步的研究可以探索先进的压力控制策略,以加强结算缓解.
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