Peter Ondrus
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引用次数: 0

摘要

2010年,Nižná Myšľa村发生了大面积的边坡变形,影响了该村的大部分地区。由于受影响地区的范围,表现的严重性,特别是它们在村庄建成区造成的灾难性后果,Nižná Myšľa的边坡破坏被评估为斯洛伐克有记录的历史上第二大破坏性滑坡事件。在毁灭性的事件发生后,几乎立即进行了详细的工程地质调查,提供了有关边坡变形的扩展和性质的信息,并成为设计监测系统的基础。监测活动自2011年以来一直在进行,并一直持续到现在。通过对地下变形监测和地下水动态观测监测对象网络的逐步升级,获得了较长时间的大数据集。正因为如此,Nižná Myšľa滑坡区是斯洛伐克建立最大的监测对象网络的地点之一。在监测的同时,连续三个阶段进行了主要的地质环境修复活动。本工作的目的是全面概述已实施的修复措施,概述从边坡变形监测和选定的环境成分中获得的数据集,但主要是在这些数据的基础上,对通过监测和评估测量参数与技术修复措施的发展而获得的监测数据进行综合评价。从定期重复的参数分析和评价结果来看,整个现场监测期间最重要的结果是对总变形及其在各个测量阶段的增量的倾斜度测量结果。该地区的特点是持续的大规模滑坡活动,特别是在村庄的南部,也是2010年受影响最严重的,代表Nižná Myšľa中部的一部分,以及从stani nulica街开始的滑坡北部,包括小学区到hlavn ulica街。特别是在滑坡整治的第一、二、三阶段的整治工作都是针对这些地区的。尽管进行了相当大范围的补救工程,并对其成效进行了评估,但受斜坡破坏影响的广大地区,仅依靠核准的资金得到部分修复。因此,到目前为止实施的补救措施也只是局部的,主要是与领土个别地区的持续运动活动有关,应根据所进行的地质工程的建议并考虑到监测结果来完成。基本目标应该是逐步实施修复工作,以最大限度地确保领土的稳定,因为由于其范围,复杂性和边坡变形特性,确保领土的完全稳定在技术和财政上都是不现实的。从长远来看,重建工作需要提高香港抵御类似2010年6月发生的恶劣气候事件的能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Zhodnotenie dlhodobého monitorovania svahových deformácií a efektívnosti sanačných opatrení na zosuvnom území Nižná Myšľa
In 2010, extensive slope deformations were activated in Nižná Myšľa Village, which affected a large part of the village. Due to the extent of the affected area, the severity of the manifestations and especially the catastrophic consequences they caused in the built-up area of the village, the slope failures in Nižná Myšľa were evaluated as the second most destructive landslide event in the documented history of Slovakia. Almost immediately after the devasting event, a detailed engineering geological survey followed, which provided information on the extension, nature of slope deformations and became the basis for the design of the monitoring system. Monitoring activities have been ongoing since 2011 and continue to the present. By gradual upgrade of the monitoring objects network for monitoring subsurface deformations and for groundwater regime observations, a large data set was obtained over a longer period of time. Thanks to this, the Nižná Myšľa landslide area is one of the Slovak sites where the largest network of monitoring objects is built. At the same time by monitoring, the main activity took place – remediation of the geological environment in three successive stages. The aim of this work is to provide a comprehensive overview of the implemented remediation measures, an overview of dataset obtained from monitoring of slope deformations and selected environmental components, but mainly on the basis of these data, comprehensive evaluation of monitoring data obtained by monitoring and evaluation of the development of measured parameters with technical remediation measures. From the regularly repeated analysis of the parameters as well as from the evaluations results, the most significant results for the whole period of the site monitoring are the results of inclinometric measurements of total deformations and their increments for individual phases of measurement. The area is characterized by ongoing large-scale landslide activity, especially in the southern part of the village, which was also the most affected in 2010 and represents part of the central part of Nižná Myšľa, along with the northern part on the landslide from Staničná ulica Street, including the Elementary school area up to Hlavná ulica Street. In particular, remediation works during the first, second and third stages of the landslide remediation were directed to these areas. Despite a relatively large scope of remedy works and the evaluation of their effectiveness, the vast territory affected by slope failures was only partially rehabilitated depending on the approved funds. Therefore, even the remedial measures implemented so far are only partial, mainly in connection with the persistent movement activity in individual parts of the territory and should be completed according to the proposals from the geological works carried out and taking into account the results of monitoring. The basic objective should be a gradual implementation of remediation work so as to ensure the stability of the territory to the greatest possible extent, as ensuring the complete stability of the territory is technically and financially unrealistic due to its extent, complexity and slope deformation character. In the long term, redevelopment work needs to increase the territory’s ability to withstand similar adverse climatic events as occurred in June 2010.
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