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Assessing the performance of a versatile and affordable geotechnical monitoring system for river embankments

机译:评估河流堤岩石和实惠岩土监测系统的表现

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River embankments stability is a key aspect in geohazard assessment and underestimating its failure risk may result in unexpected and severe damages. Changes in hydraulic and climatic boundary conditions are responsible for transient water flow within the embankments, consequently the related soil water content and pore-water pressure distributions vary with time. Therefore, it is crucial to investigate their hydraulic and retention behaviour in order to assess in a reliable way the safety margins towards instability mechanisms. To obtain a realistic estimate of key variables in time and space, as a function of external conditions, a combination of field measurements, laboratory testing and suitably calibrated numerical analyses should be used. To achieve this purpose, a full-scale monitoring system was implemented on a cross section of an embankment along the river Secchia (Modena, Italy), mainly measuring the pore-water pressure (including suction) and the water content at different depths. A relatively large variety of different sensors have been installed, to compare their performance in terms of robustness and reliability, and collected data have been interpreted with the help of laboratory and field geotechnical characterisation. The article describes such system and the sensors used, their capabilities and the installation techniques, resulting in quite innovative solutions for the specific application. The spatial variability of the monitored variables is also finally presented and discussed. The proposed integrated monitoring system, which aims at making use of affordable and commercially available sensors that can be therefore installed along extensive river stretches, appears a fundamental starting point to assess potential risks of such geotechnical infrastructures in real-time and to devise well-balanced related mitigation measures.
机译:河流堤防稳定是地质血清评估的关键方面,低估了其失败风险可能导致意外和严重的损害。液压和气候边界条件的变化负责堤防内的瞬态水流,因此相关土壤含水量和孔隙水压分布随时间而变化。因此,研究其液压和保留行为至关重要,以便以可靠的方式评估安全利润对不稳定机制。为了在时间和空间中获得关键变量的逼真估计,作为外部条件的函数,应使用现场测量,实验室测试和适当校准数值分析的组合。为实现这一目的,全面监测系统在沿河赤道(莫德纳,意大利)的堤岸的横截面上实施,主要测量孔隙水压(包括吸入)和不同深度的水含量。已经安装了相对大的不同传感器,以比较它们在鲁棒性和可靠性方面的性能,并且在实验室和现场岩土性表征的帮助下被收集的数据被解释。本文介绍了使用的系统和传感器,其功能和安装技术,导致特定应用程序的创新解决方案。还最终呈现和讨论了监控变量的空间可变性。拟议的综合监控系统,旨在利用可沿着广泛的河流安装的经济实惠和市售的传感器,看起来是一种基本起点,可以在实时评估此类岩土基础设施的潜在风险,并设计平衡相关缓解措施。

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