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Titlebook: Quantitative Parameterization and 3D‐run‐out Modelling of Rockfalls at Steep Limestone Cliffs in the; Bettina Sellmeier Book 2015 Springer

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發(fā)表于 2025-3-21 16:54:56 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Quantitative Parameterization and 3D‐run‐out Modelling of Rockfalls at Steep Limestone Cliffs in the
編輯Bettina Sellmeier
視頻videohttp://file.papertrans.cn/781/780944/780944.mp4
概述Nominated as an outstanding Ph.D. thesis by Technische Universit?t München, Germany.Directly combines the results of field investigations at the source area with run-out modelling, yielding a better u
叢書名稱Springer Theses
圖書封面Titlebook: Quantitative Parameterization and 3D‐run‐out Modelling of Rockfalls at Steep Limestone Cliffs in the;  Bettina Sellmeier Book 2015 Springer
描述. This pioneering work deals with the parameterization of rockfalls in the context of 3D run-out modelling at a study site in the Bavarian Alps. The main objective was to cover not only low-magnitude, high-frequency rockfalls (<10 m.3.) but also Mid-Magnitude events, which involve rock volumes of between 10 and 100 m.3. (boulder falls) and between 100 and 10,000 m.3. (block falls). As Mid-Magnitude events have been insufficiently covered in terms of rockfall modelling up to now, a geomechanical approach has been developed to characterize those events by means of a case study. For a 200 m.3. limestone block a potential failure scenario was analysed by combining a deterministic failure analysis with a numerical process-based run-out model. To model potential run-out scenarios of the 200 m.3. block, the beta version of the code RAMMS::Rockfall, developed by the Swiss Institute for Snow and Avalanche Research (SLF), was applied. RAMMS::Rockfall makes it possible to include the block shape and thus consider the effects of varying block shapes on the run-out distance. The run-out modelling for the entire project site was performed using the scientific code Rockyfor3D (Dorren/ecorisQ). To
出版日期Book 2015
關(guān)鍵詞Rock Fall; 3D-modelling; Stability Analysis; Mid-magnitude; Field Investigation; Carbonate Rocks; Block Si
版次1
doihttps://doi.org/10.1007/978-3-319-24510-2
isbn_softcover978-3-319-30586-8
isbn_ebook978-3-319-24510-2Series ISSN 2190-5053 Series E-ISSN 2190-5061
issn_series 2190-5053
copyrightSpringer International Publishing Switzerland 2015
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Conclusion,part, key questions were provided for every section of the thesis. In the following chapter answers to the specified questions will be suggested analogue to the question-structure of Sect.?2.3. In the second section a summary conclusion will be given to put the examined topics in the context of rockfall hazard assessment.
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978-3-319-30586-8Springer International Publishing Switzerland 2015
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