在长跨度道中,在弱粘土石中进行反向提升的分析和处理
Junwu Chen1,2, Zuowei Hao1, Zhiyun Deng3,4
1School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, People's Republic of China.
Scientific reports
|December 4, 2025
概括
这项研究调查了通过富含水的泥石穿过道的反向升降. 结合排水,管道增强和混凝土梁的新型处理有效地稳定了道变形,将起重降至3mm以下.
科学领域:
- 地质技术工程 地质技术工程
- 道工程 道工程是指道工程.
- 软摇滚机械学 软摇滚机械学
背景情况:
- 复杂的地质区域中的大跨度道面临诸如反向升降等挑战.
- 经过充分的气候变化,富含水分的白纪泥石呈现出独特的稳定性问题.
- 西中国的地质复杂性需要专门的道工程解决方案.
研究的目的:
- 调查道中不对称的反转提升机制.
- 建议并验证富含水的软岩道的有效处理措施.
- 解决沙雅库道的具体情况.
主要方法:
- 实地监测和地质调查.
- 用于应力分析的有限元数值模拟.
- 沙雅库道的案例研究分析.
主要成果:
- 道的几何结构导致了门脚部的应力度.
- 水引起的软化使泥石的承载能力降低到50kPa.
- 由于液压压力,最大的左侧反转转达到174毫米.
结论:
- 开发了一个综合处理策略,涉及排水,接钢管和混凝土梁.
- 处理后的监测显示,道变形稳定,剩余起重<3毫米.
- 拟议的技术有效地减轻了类似道项目的地板起重.
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