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Ground reinforced embankments for rockfall protection: design and evaluation of full scale tests

机译:地面加固堤防落石:全面测试的设计和评估

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摘要

Infrastructures such as roads and railways as well as urbanised areas, in mountainside regions, can frequently be endangered by rockfalls and, therefore, need to be protected against the impact of rolling blocks. Among the various protection works that can be used, ground reinforced embankments can be considered a feasible technique. A set of full-scale tests on embankments made of ground reinforced by geogrids are presented and discussed. The experiments were performed in a specifically designed and constructed test facility, where concrete blocks up to 9,000 kg in weight were thrown onto a geogrid reinforced embankment at a speed of about 30 m/s. Several embankments made of different geogrid types, different soils and construction layouts were tested at different impact energy levels, permitting a quantitative assessment of the resistance impact of these structures. The experimental results were compared with those obtained from a dynamic finite element method numerical model, and a good agreement was obtained.
机译:山区的道路,铁路等基础设施以及城市化地区经常会受到落石的危害,因此需要保护其不受滚动块的影响。在可以使用的各种保护工程中,地面加筋路堤可以认为是一种可行的技术。提出并讨论了一组由土工格栅加固的地面堤防的全面测试。实验是在专门设计和建造的测试设施中进行的,将重达9,000 kg的混凝土块以约30 m / s的速度扔到土工格栅加固的路堤上。在不同的冲击能水平下对由不同土工格栅类型,不同土壤和建筑布局制成的几条路堤进行了测试,从而可以定量评估这些结构的抵抗力。将实验结果与从动态有限元数值模型获得的结果进行了比较,并获得了良好的一致性。

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