群众运动的内部结构和复兴:雅克托斯滑坡的案例研究(香槟葡萄园,法国)

IF 6.5 3区 工程技术 Q1 ENGINEERING, GEOLOGICAL
N. Bollot, Guillaume Pierre, G. Grandjean, G. Fronteau, A. Devos, O. Lejeune
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引用次数: 0

摘要

jacotine滑坡是影响香槟葡萄园的大规模群众运动的代表。了解这些斜坡的地下结构和导致滑动事件的机制是非常有趣的,特别是对生产香槟的葡萄酒种植者来说。这些知识通常用于制作准确的危害评估图,这是土地利用规划的一个重要特征。该方法是基于地球物理成像(地震波速度和电阻率)、岩石地层分析(钻孔岩心)和地貌调查(地表地貌)相结合,重建滑坡结构、地表水流动、地下水状况与边坡整体稳定性之间的关系。第一阶段的不稳定导致大的旋转滑动可能发生在晚冰期,其形态气候条件的特点是水分过剩。第二个,仍然活跃,导致表面的再激活,并与由滑坡的内部结构决定的当前水文地质条件有关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Internal Structure and Reactivations of a Mass Movement: The Case Study of the Jacotines Landslide (Champagne Vineyards, France)
The Jacotines landslide is representative of the large mass movements that affect the Champagne vineyards. Understanding the subsurface structure of these slopes and the mechanisms leading to sliding events is of a great interest, particularly for winegrowers who produce Champagne. This knowledge is generally used to elaborate accurate hazard assessment maps, which is an important feature in land use planning. The approach presented is based on the integration of geophysical imaging (seismic wave velocity and electrical resistivity), lithostratigraphic analysis (drilling core) and geomorphological investigations (surface landforms) to reconstruct the relations between the landslide structure, surface water flow, groundwater regime and the overall slope stability. A first phase of instability resulting in a large rotational slip probably occurred during the Late Glacial Period in morphoclimatic conditions characterized by an excess of water. A second one, still active, leading to superficial reactivations and relates to present hydrogeological conditions determined by the internal structure of the landslide.
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来源期刊
CiteScore
8.70
自引率
10.40%
发文量
31
期刊介绍: Georisk covers many diversified but interlinked areas of active research and practice, such as geohazards (earthquakes, landslides, avalanches, rockfalls, tsunamis, etc.), safety of engineered systems (dams, buildings, offshore structures, lifelines, etc.), environmental risk, seismic risk, reliability-based design and code calibration, geostatistics, decision analyses, structural reliability, maintenance and life cycle performance, risk and vulnerability, hazard mapping, loss assessment (economic, social, environmental, etc.), GIS databases, remote sensing, and many other related disciplines. The underlying theme is that uncertainties associated with geomaterials (soils, rocks), geologic processes, and possible subsequent treatments, are usually large and complex and these uncertainties play an indispensable role in the risk assessment and management of engineered and natural systems. Significant theoretical and practical challenges remain on quantifying these uncertainties and developing defensible risk management methodologies that are acceptable to decision makers and stakeholders. Many opportunities to leverage on the rapid advancement in Bayesian analysis, machine learning, artificial intelligence, and other data-driven methods also exist, which can greatly enhance our decision-making abilities. The basic goal of this international peer-reviewed journal is to provide a multi-disciplinary scientific forum for cross fertilization of ideas between interested parties working on various aspects of georisk to advance the state-of-the-art and the state-of-the-practice.
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