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Titlebook: Landslides from Massive Rock Slope Failure; Stephen G. Evans,Gabriele Scarascia Mugnozza,Regin Conference proceedings 20061st edition Spri

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發(fā)表于 2025-3-21 17:54:48 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Landslides from Massive Rock Slope Failure
編輯Stephen G. Evans,Gabriele Scarascia Mugnozza,Regin
視頻videohttp://file.papertrans.cn/581/580836/580836.mp4
概述Comprehensive state-of-the-art review of massive rock slope failure in a natural system context.Introduces new data on landslides from massive rock slope failure from many parts of the world including
叢書名稱NATO Science Series: IV:
圖書封面Titlebook: Landslides from Massive Rock Slope Failure; Stephen G. Evans,Gabriele Scarascia Mugnozza,Regin Conference proceedings 20061st edition Spri
描述.Amongst the thematic topics discussed are global frequency, impacts on society, analysis of initial rock slope failure, monitoring of rock slope movement, analysis and modeling of post-failure behaviour, volcanic landslides, and influences of massive rock slope failure on the geomorphological evolution of mountain regions. Regional contributions include reports on rockslides and rock avalanches in Norway, western Canada, the Andes of Argentina, the Karakoram Himalaya, the European Alps, the Appennines, and the mountains of Central Asia...Rockslides and rock avalanches in the Central Asian republics of the former Soviet Union are discussed in detail for the first time in an English-language book. These landslides include the 1911 Usoi rockslide, that dammed 75 km-long Lake Sarez, and the 1949 Khait rock avalanche that may have killed up to 28,000 people. Both landslides were earthquake-triggered and both are located in Tajikistan. An additional highlight is a detailed description and analysis of large-scale artificial rock avalanches triggered by underground nuclear explosions during the testing programme of the former Soviet Union. .
出版日期Conference proceedings 20061st edition
關(guān)鍵詞Deformation; Earth; Environmental; NATO; Science; Sciences; Series IV; erosion
版次1
doihttps://doi.org/10.1007/978-1-4020-4037-5
isbn_softcover978-1-4020-4036-8
isbn_ebook978-1-4020-4037-5Series ISSN 1568-1238
issn_series 1568-1238
copyrightSpringer Science+Business Media B.V. 2006
The information of publication is updating

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發(fā)表于 2025-3-21 23:57:41 | 只看該作者
SINGLE-EVENT LANDSLIDES RESULTING FROM MASSIVE ROCK SLOPE FAILURE: CHARACTERISING THEIR FREQUENCY ANan important geological hazard in many regions of the world and have been responsible for some of the most destructive natural disasters in world history. Massive rock slope failure occurs with measurable frequency in the mountains of the world; based on twentieth century data massive rock slope fai
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GRAVITATIONAL CREEP OF ROCK SLOPES AS PRE-COLLAPSE DEFORMATION AND SOME PROBLEMS IN ITS MODELLINGions between style and rate of gravitational dislocations and geological structure of rock massifs. Complexity and variability of slope deformations determine the shortcoming of the traditional deterministic approach. Thus, probabilistic analysis considering different scenarios and ‘event trees’ see
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發(fā)表于 2025-3-22 16:39:39 | 只看該作者
MODELS AVAILABLE TO UNDERSTAND FAILURE AND PRE-FAILURE BEHAVIOUR OF LARGE ROCK SLOPE MOVEMENTS: THE and illustrate how modelling can help understand rock slope movements. At first, the questions that the models can help to answer are listed. The different types of models available to understand the hydromechanical behaviour of rock slope movements are then specified. Different types of models have
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發(fā)表于 2025-3-22 20:13:50 | 只看該作者
NUMERICAL MODELLING OF ROCK SLOPES USING A TOTAL SLOPE FAILURE APPROACHre. Using this approach it is possible to investigate failure from initiation through transportation to deposition; in effect from a “total slope failure process” perspective. Selected failure cases and mechanisms are simulated, not as definitive analyses, but in order to show the future potential o
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MONITORING AND ASSESSING THE STATE OF ACTIVITY OF SLOPE INSTABILITIES BY THE PERMANENT SCATTERERS TEsuitable set of monitoring data is needed. Different types of landslides present different characteristics and are subjected to different spatial and temporal evolution; these become relevant when working at a regional scale or when a catastrophic evolution of the movement is expected. The Permanent
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