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首页> 外文期刊>Bulletin des Laboratoires des Ponts et Chaussees >Methodologie de caracterisation de l'aleaeboulement sur itineraire
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Methodologie de caracterisation de l'aleaeboulement sur itineraire

机译:表征路线上“滑坡”区域的方法

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The linear cartographic method was developed within the scope of a study conducted on the "rockfall" risk on the national highway network in the Alpes-Maritimes department (southeastern France). This easy-to-implement method is based on a methodology first drawn up in 1978. It has since been improved and adapted for compatibility with computing resources, thanks to the capacities of the inherent analytical method. The focus of the present article is not to report on results stemming from this cartographic study, but rather to display, using the Alpes-Maritimes application as an example, the particular method derived. Linear applications other than road network itineraries can also be envisaged. This method relies on the notion of determinant factors (basic parameters able to of triggering a rockfall); such factors serve to characterize the source zone (cliff faces aligned or offset with respect to the road trajectory). After adding some minors factors (linked to block propagation area) the method provides resulting hazard on the road. These factors are determined on the field by an expert without any specified other geotechnical investigation; moreover. This factors are numerically precessed, which allows the data to be used an expressed both with analytically and synthetically table and automatic maps. The method's advantages consist of its facility and speed of implementation as well as its data-updating flexibility. The decision-making tool it provides does not however replace the in-depth and specific "rockslide" risk studies to be conducted subsequently and whose scheduling may be established from a set of rational criteria.
机译:线性制图法是在阿尔卑斯滨海省(法国东南部)对国家公路网“落石”风险进行研究的范围内开发的。这种易于实现的方法基于1978年首次提出的方法。由于其固有的分析方法的功能,因此经过了改进和调整,使其与计算资源兼容。本文的重点不是报告由该制图研究得出的结果,而是以Alpes-Maritimes应用程序为例显示所衍生的特定方法。还可以设想除道路网络路线以外的线性应用。这种方法依赖于决定因素(能够触发崩塌的基本参数)的概念。这些因素可用来表征源区(相对于道路轨迹对齐或偏移的悬崖面)。在添加一些次要因素(链接到街区传播区域)后,该方法会在道路上造成危害。这些因素是由专家在现场确定的,没有进行任何其他指定的岩土研究;此外。该因素在数值上是进动的,因此可以使用分析和综合表格和自动地图来表示数据。该方法的优点包括其便利性和实施速度以及其数据更新的灵活性。但是,它提供的决策工具并不能代替随后进行的深入而具体的“滑坡”风险研究,可以根据一系列合理的标准来确定其时间表。

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