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引用次数: 0
摘要
如果保护设计没有适当考虑到石块下坡和基础设施的移动,落石往往会对公众构成重大风险。评估这些危险是具有挑战性的,特别是目前用于预测落块轨迹的经验和计算方法通常不包括与旋转行为相关的贡献。美国新罕布什尔大学(University of New Hampshire)在过去十年中进行的研究导致了智能岩石(SR)传感器的发展,该传感器插入天然岩石中,从落石的角度评估这些事件。最新的SRs由长58.0 mm、直径25.4 mm的3D打印胶囊组成,配备±400 g和±16 g的3轴加速度计、±4000 dps的高速陀螺仪和高度计。在新罕布什尔州和佛蒙特州进行的大约80次实地试验提供了10个不同地点的岩落SR数据。Smart Rock的数据可以更深入地评估加速度、旋转速率和运动模式,以及精确的时间间隔,这些都是视频记录系统或其他仪器技术无法轻易捕捉到的。这些测量对于提高我们对岩崩事件的理解和建模,从而设计更经济、更安全的防护系统至关重要。
Rockfalls can often pose a significant risk to the public if protective designs do not properly account for block movement downslope and onto infrastructure facilities. Assessing these hazards is challenging, especially as current empirical and computational methods for predicting trajectories of falling blocks generally do not include the contribution associated with rotational behavior. Research undertaken at the University of New Hampshire, USA, over the last decade has led to the development of Smart Rock (SR) sensors inserted in natural rocks to evaluate these events from the perspective of the falling rock. The latest SRs consist of 3D printed capsules 58.0 mm in length and 25.4 mm in diameter, equipped with a ±400 g and a ±16 g 3-axis accelerometer, a ±4000 dps high-rate gyroscope, and an altimeter. Approximately 80 field experiments conducted in New Hampshire and Vermont provided SR data on rockfall at ten different sites. The Smart Rock data allowed more in-depth evaluations of accelerations, rotation rates, and modes of motion with precise time intervals, which cannot be easily captured in video recording systems or other instrumentation techniques. Such measurements are essential to improve our understanding and modeling of rockfall events for more economical and safer design of protective systems.
期刊介绍:
The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling.
Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.