Titlebook: Geohazard Mitigation; Select Proceedings o Basanta Raj Adhikari,Sreevalsa Kolathayar Conference proceedings 2022 The Editor(s) (if applicab

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Die amerikanische Stimmung im Jahr des Janusnt underlying pavement experiences large deformation, lateral spreading, and loss of strength due to increased undissipated pore water pressure. After the devastating effects of the 2001 Bhuj earthquake, the Government of India has prioritized detailed geotechnical site characterization for all the

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https://doi.org/10.1007/978-3-663-09671-9ication of the landslide blockages based on their material composition, sedimentological features, and travel distance is used to assess the erodibility of a dam. The erodibility controls the size (height and width) of a breach and the speed at which it forms and, thus, the peak discharge. Three cat

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staging

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Hermann Triepel,Robert Herrlinger(PDCs) that travel on the flank of volcanoes. Pyroclastic deposits are typically mixtures of ash, lapilli and blocks, very loose and unconsolidated, hence prone to move along a slope. Due to highly porous structure, such deposits are also prone to wetting induced collapse, with a transition from a s

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Die Arena des strategischen Handelnsed severe environmental damage due to the landslides. In the present work, the soil in the selected area was analyzed to determine the in situ soil properties and identify the suitable in-situ ground reinforcement technique to improve the slope stability. The slope stability analysis was carried out

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Geohazard Mitigation978-981-16-6140-2Series ISSN 2366-2557 Series E-ISSN 2366-2565