在浅浅的软岩石中建造道,使用管道棚支
1Institute of Architecture and Civil Engineering, Yulin University, No. 51 Chongwen Road, Yulin, 719000, Shaanxi, China.
Scientific reports
|February 9, 2024
概括
浅处埋藏的软岩道挖掘对高速公路产生影响. 新的变形控制指数,如变形差速,有助于管理岩石变形,防止表面裂,确保高速公路安全.
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.
- 高速公路工程的工程师.
背景情况:
- 在软岩石中埋藏的浅道对覆盖基础设施构成风险.
- 了解挖掘对现有高速公路的影响对于安全至关重要.
- 管道棚增强机制需要详细研究.
研究的目的:
- 为了澄清在上层现有高速公路上挖掘浅埋软岩道的冲击机制.
- 为了研究管道棚增强的机制.
- 在高速公路上建造道时制定安全控制措施.
主要方法:
- 结合了理论分析和现场监测.
- 研究了戴高速公路上的迪安托道过渡项目.
- 引入了一个新的变形控制指数:变形差率.
主要成果:
- 侧面岩石变形的影响延伸到道直径的两倍.
- 周围的岩石变形稳定了挖掘面外的道直径的约两倍.
- 有效的岩石变形控制依赖于累积结算,变化率和差异率.
结论:
- 对于V级道,累积变形<50毫米,变化速率<3毫米/天,差异速率<5毫米/米,防止表面发生裂.
- 对于类似的浅埋道项目,提出了表面沉降控制标准.
- 变形差速是控制道引起的地面运动的关键指标.
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