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Titlebook: Understanding and Reducing Landslide Disaster Risk; Volume 5 Catastrophi Vít Vilímek,Fawu Wang,Kaoru Takara Book 2021 Springer Nature Switz

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樓主: 廚房默契
21#
發(fā)表于 2025-3-25 03:22:09 | 只看該作者
22#
發(fā)表于 2025-3-25 11:20:19 | 只看該作者
Rock Avalanches: Basic Characteristics and Classification Criteriae confinement conditions, debris distribution along the rock avalanche path, and directivity of debris motion. Besides providing information on debris motion mechanism(s), these characteristics predetermine the assessment of the exposure of elements at risk that might be affected by rock avalanche.
23#
發(fā)表于 2025-3-25 14:36:19 | 只看該作者
Study on the Phenomena of Liquefaction Induced Massive Landslides in 28 September 2018 Palu-Donggalaow the city. The extraordinary distance of liquefaction flow and lateral spreading is one of unique phenomena which is believed to be caused by the existence of initial artesian pressure and significant vertical acceleration causing the soil loosing contact stress. Layers of sands and clays or silts
24#
發(fā)表于 2025-3-25 18:55:18 | 只看該作者
Earthquake-Triggered Landslides and Slope-Seismic Waves Interaction Inferring Induced Displacementsificantly dislodged landslide masses (i.e. segmented into kinematically distinct portions, namely “blocks”) due to their geomorphological evolution over time, significantly controls the seismic-induced displacements obtained by numerical models. In particular, the results highlight that the maximum
25#
發(fā)表于 2025-3-25 21:05:34 | 只看該作者
Inventory of Landslides Triggered by the Hejing Ms6.6 Earthquake, China, on 30 June 2012nt, and accumulated loose materials at this site, which means the area is prone to landsliding. This study provides a typical case with weak landslide triggering capability which was associated with special local conditions.
26#
發(fā)表于 2025-3-26 02:05:33 | 只看該作者
27#
發(fā)表于 2025-3-26 05:01:28 | 只看該作者
28#
發(fā)表于 2025-3-26 09:53:59 | 只看該作者
Formation of the 2018 Bureya Landslide, Far East of Russiaformed rock avalanche up to 860?m long. The mean velocity of its motion was ~23–25?m/s, while the maximal one in its front could reach ~60?m/s. During the last stage several smaller secondary slides occurred on the slopes of the main landslide body and within the main headscarp. The total volume of
29#
發(fā)表于 2025-3-26 14:13:38 | 只看該作者
Landslide Dam Hazards: Assessing Their Formation, Failure Modes, Longevity and Downstream Impacts site; (2) detailed, high-resolution topographic surveys of the dam and downstream area; (3) site-specific investigations to measure key parameters such as the volume and geometry of the dam and lake, and the particle size distribution of the dam materials; (4) dam breach modelling using empirical m
30#
發(fā)表于 2025-3-26 19:58:08 | 只看該作者
The Sedimentology and Internal Structure of Landslide Dams—Implications for Internal Erosion and Pipm and the discharge rate through the impoundment. This paper presents a systematic review of the influence of the internal structure and sedimentological characteristics of landslide dams on the piping failure of natural river blockages. The paper highlights the processes of emplacement of landslide
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