Landslide Slope Stability Estimation by The Geotechnical and Geophysical Data

R.A. Shuvalova, S. Burlutsky, V. Glazunov, S. Zhdanov
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引用次数: 1

Abstract

Summary Landslides are one of the most dangerous geological processes, they make a threat to all engineering structures. The placement of any structure within the landslide leads to its activation. To design an engineering structures on the landslide slopes, the project’s designers are using the results of a complex engineering surveys, which are necessary for calculating the stability of soil masses, as well as assessing the risks of the development of landslide processes during the construction and operation of the engineering structures. Correct calculation of the landslide slopes stability requires a detailed study of structural features, as well as the research of soil properties within the landslide massif. Although the traditional methods used in engineering and geological surveys are accurate and constantly are being improved, they have one significant drawback - these methods are based on one-dimensional interpretation of drilling data and field methods for studying soils, which does not allow engineering and geological researches of heterogeneous landslide structures with the required detail. Moreover, steep landslide slopes make it difficult to conduct drilling operations, this creates additional difficulties in studying the structural features and identifying weakened zones in the landslide massif. In contrast to 1D methods of researching the slope by drilling wells and field methods of studying the strength properties of soils, modern 2D geophysical technologies allow getting a continuous section of a landslide slope showing the main structural elements of the landslide massif and localising zones of weakened rocks. In order to assess the significance of additional information about the structure of landslides, extracted using geophysical methods, for the value of slope stability, we performed calculations of the stability of the studied landslide slope both on the basis of engineering and geological survey data and taking into account additional geophysical information.
基于岩土和地球物理资料的滑坡边坡稳定性评价
滑坡是最危险的地质过程之一,它对所有的工程结构都构成威胁。在滑坡内放置任何结构都会导致其激活。为了在滑坡斜坡上设计工程结构,该项目的设计者正在使用复杂的工程勘测结果,这些结果对于计算土体的稳定性以及评估工程结构在建设和运营过程中滑坡过程发展的风险是必要的。正确计算滑坡边坡的稳定性需要对滑坡体的结构特征进行详细的研究,并对滑坡体内部的土壤性质进行研究。虽然工程地质调查中使用的传统方法是准确的,并且不断得到改进,但它们有一个显著的缺点——这些方法是基于对钻井数据的一维解释和研究土壤的现场方法,这使得不允许对非均质滑坡结构进行必要的详细的工程地质研究。此外,陡峭的滑坡坡面给钻井作业带来了困难,这给研究滑坡体的结构特征和识别滑坡体的薄弱带带来了额外的困难。与通过钻井研究边坡的一维方法和研究土壤强度特性的现场方法相比,现代二维地球物理技术可以获得滑坡边坡的连续剖面,显示滑坡块体的主要结构元素和软弱岩石的局部区域。为了评估利用地球物理方法提取的关于滑坡结构的附加信息对边坡稳定性值的重要性,我们在工程和地质调查数据的基础上,考虑附加的地球物理信息,对所研究的滑坡边坡进行了稳定性计算。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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