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Bedding control on landslides: A methodological approach for computer-aided mapping analysis

机译:滑坡的垫层控制:计算机辅助制图分析的一种方法学方法

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Litho-structural control on the spatial and temporal evolution of landslides is one of the major typical aspects on slopes constituted of structurally complex sequences. Mainly focused on instabilities of the earth flow type, a semi-quantitative analysis has been developed with the purpose of identifying and characterizing litho-structural control exerted by bedding on slopes and its effects on landsliding. In quantitative terms, a technique for azimuth data interpolation, Non-continuous Azimuth Distribution Methodological Approach (NADIA), is presented by means of a GIS software application. In addition, processed by NADIA, two indexes have been determined: (i) Δ, aimed at defining the relationship between the orientation of geological bedding planes and slope aspect, and (ii) C, which recognizes localized slope sectors in which the stony component of structurally complex formations is abundant and therefore operates an evolutive control of landslide masses. Furthermore, some Litho-Structural Models (LSMs) of slopes are proposed aiming at characterizing recurrent forms of structural control in the source, channel and deposition areas of gravitational movements. In order to elaborate evolutive models controlling landslide scenarios, LSMs were qualitatively related and compared with Δ and C; quantitative indexes. The methodological procedure has been applied to a lithostructurally complex area of Southern Italy where data about azimuth measurements and landslide mapping were known. It was found that the proposed methodology enables the recognition of typical control conditions on landslides in relation to the LSMs. Different control patterns on landslide shape and on style and distribution of the activity resulted for each LSM. This provides the possibility for first-order identification to be made of the spatial evolution of landslide bodies.
机译:对滑坡时空演化的岩性构造控制是由结构复杂的序列构成的边坡的主要典型方面之一。主要针对土流类型的不稳定性,已开发了一种半定量分析方法,目的是识别和表征层理对斜坡的岩性结构控制及其对滑坡的影响。在定量方面,通过GIS软件应用程序介绍了一种用于方位角数据插值的技术,即非连续方位角分布方法(NADIA)。此外,由NADIA处理的两个指标已经确定:(i)Δ,旨在定义地质层理面的取向与坡度之间的关系,(ii)C,用于识别石质成分在局部的坡度扇区结构复杂的地层数量众多,因此对滑坡体进行了进化控制。此外,提出了一些斜坡岩石结构模型(LSMs),旨在表征重力运动的源,通道和沉积区域中结构控制的循环形式。为了完善控制滑坡情景的演化模型,对LSM进行了定性关联,并与Δ和C进行了比较。定量指标。该方法学方法已应用于意大利南部的岩石构造复杂区域,那里有关方位角测量和滑坡测绘的数据已知。已经发现,所提出的方法使得能够识别与LSM有关的滑坡的典型控制条件。对于每个LSM,在滑坡形状,活动方式和分布上都有不同的控制方式。这提供了对滑坡体的空间演化进行一阶识别的可能性。

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