基于嵌入式脚传感器的实验研究,对混凝土增强斜坡的不稳定性进行实验研究
Hai Ning1, Junkai Ou1, Jihuan Jin1
1Department of Civil Engineering, Yanbian University, 977 Park Road, Yanji 133002, China.
Sensors (Basel, Switzerland)
|October 29, 2025
概括
岩石探测通过检测深层不稳定的前体来改善斜坡稳定性监测. 玻璃纤维增强聚合物 (GFRP) 为早期警告提供了更高的灵敏度,提高了斜坡安全性.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 地震工程的工程是地震工程.
背景情况:
- 传统的斜率监测依赖于表面传感器,限制了深度不稳定性的检测.
- 捕获深层岩石和土壤不稳定的前体仍然是当前技术面临的挑战.
研究的目的:
- 评估岩石嵌入式传感技术用于监测人工斜坡.
- 为了比较GFRP和螺旋钢的性能.
- 在初始崩阶段分析斜率变形特征.
主要方法:
- 在人工斜坡上使用岩石嵌入式传感器进行了崩测试.
- 实施了两个控制条件:喷混凝土与自然斜坡以及GFRP与螺旋钢.
- 分析了深层岩石质量的应力应变反应和变形特征.
主要成果:
- 深层岩石质量应力应变监测显著提高了早期预警能力.
- 与螺旋钢相比,GFRP对小位移的敏感性更高.
- 冲击混凝土的增强促进了协调变形,并通过歇斯底里延迟了不稳定性.
结论:
- 嵌入式传感技术为智能高风险斜坡监测系统提供了关键参数.
- 在敏感的早期预警系统中,GFRP更有效.
- 冲击混凝土增强提高了整体坡度稳定性,并延迟了故障机制.
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