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Study of the major landslide at the community of Ropoto, Central Greece, mitigation and FBG early warning system design

机译:希腊中部Ropoto社区的主要滑坡研究,缓解措施和FBG预警系统设计

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This paper refers to the world known major landslide at the community of Ropoto, belonging to the Municipality of Trikala,rnin the Central part of Greece. The size of the landslide and the massive destruction of community’s infrastructure alarmedrnall the relevant public authorities, pushed by the community and the press, in order to find a fast and permanent solution tornthis longlasting geotechnical problem. Some of the community’s houses were partially affected, while others were totallyrndestroyed and the time was ticking. The authors’ intention was the complete determination of the geotechnical conditionsrnof the entire community’s area through a complete geotechnical field work, which wasn’t conducted during the previousrninvestigations (1976, 1979 and 1990). In addition, the proposition of immediate and long term remedial measures for thernslope’s stabilization, as well as the geostructure’s global behavior monitoring was of the author’s highest priority. The geotechnicalrnprogram included the drilling of four (4) 20 m deep sampling boreholes, along the axis of the landslide, in whichrnpiezometers and inclinometers were installed, the drilling of one (1) 111 m deep hydrogeological 0.25 m borehole, in order tornimmediately pump the excessive underground water. Based on the results from the geotechnical laboratory tests, a full scalernlandslide modeling, as well as a stability analysis of the slope was conducted, and remediation measures were calculated forrnimmediate implementation. Finally, an advanced surveillance method using fiber optics (fiber Bragg grating) was furtherrnstudied, in order to monitor the geostructure’s health, and to function as an early warning system.
机译:本文指的是位于希腊中部特里卡拉市的Ropoto社区举世闻名的主要滑坡。滑坡的规模和社区基础设施的大规模破坏,在社区和新闻界的推动下,所有相关公共机构都惊恐不已,以期找到永久解决此长期岩土工程问题的快速解决方案。该社区的一些房屋受到了部分影响,而其他房屋则遭到了彻底破坏,时间紧迫。作者的意图是通过完整的岩土工程现场工作来完全确定整个社区区域的岩土工程条件,这在先前的调查(1976、1979和1990)中并未进行。此外,作者建议立即采取长期和长期补救措施,以稳定斜坡,以及对地理结构进行全球行为监测。土力工程计划包括沿滑坡轴线钻进四(4)个20 m深的采样钻孔,其中安装了气压计和倾角仪,钻了一(1)111 m深的水文地质0.25 m钻孔,以便立即抽水。地下水过多。根据岩土实验室测试的结果,进行了全面的滑坡建模以及边坡的稳定性分析,并计算了补救措施以立即实施。最后,进一步研究了使用光纤(布拉格光栅)的先进监视方法,以监视地理结构的健康状况并用作预警系统。

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