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Total engineering geology approach applied to motorway construction and widening in the Netherlands Part I: A pragmatic approach

机译:总体工程地质方法在荷兰高速公路建设和扩建中的应用第一部分:实用方法

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The current practice of site investigation for motorways in soft soil areas like the Western Netherlands can be described as an 'engineering approach' rather than an 'engineering geology approach'. After a highlight of the engineering geological concerns related to building line infrastructures on soft soils, the Dutch practice of site investigation is critically reviewed. Then, a new pragmatic methodology is suggested. It combines 1:50000 lithostratigraphical models of the subsurface, archived geological and geotechnical data, airborne laser surface altimetry data, walk-over survey observations, and low cost geoelectric and electromagnetic data, in that order. A conceptual model is produced that breaks down the subsurface into terrain units, formations, members, and types and highlights expected heterogeneities. Ground heterogeneities are then classified based on their mapped geology and geomorphology, surface altimetry and, geophysical signatures. Cone Penetration Tests are ordered to map a limited set of representative heterogeneities. The complete profile of all heterogenieties is obtained by matching geological, geophysical and, altimetry signatures with the reference set. In a companion paper, this new methodology is applied to motorway widening on the tidal deposits of the Western Netherlands.
机译:在像西荷兰这样的软土地区,对高速公路进行现场勘查的当前实践可被描述为“工程方法”而不是“工程地质方法”。在重点介绍了与在软土上建造线路基础设施有关的工程地质问题之后,对荷兰的现场调查实践进行了严格审查。然后,提出了一种新的实用方法。它按顺序组合了地下的1:50000岩石地层学模型,已存档的地质和岩土数据,机载激光表面测高数据,走过的勘测观测数据以及低成本的地电和电磁数据。生成了一个概念模型,该模型将地下细分为地形单元,地层,成员和类型,并突出显示了预期的异质性。然后,根据地面异质性的地图地质和地貌,地表测高法以及地球物理特征对其进行分类。锥形渗透测试被订购来映射一组有限的代表性异质性。通过将地质,地球物理和测高标记与参考集进行匹配,可以获得所有异质性的完整概况。在随附的论文中,这种新方法适用于荷兰西部潮汐沉积物的高速公路拓宽。

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