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Titlebook: Engineering Geology for Society and Territory - Volume 2; Landslide Processes Giorgio Lollino,Daniele Giordan,Nicola Sciarra Conference pro

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發(fā)表于 2025-3-21 18:59:28 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2
副標(biāo)題Landslide Processes
編輯Giorgio Lollino,Daniele Giordan,Nicola Sciarra
視頻videohttp://file.papertrans.cn/311/310812/310812.mp4
概述One out of eight IAEG XII Congress volumes on the occasion of the 50th anniversary of IAEG.Includes contributions of numerous worldwide renowned scientists.Gives a thorough overview on landslide proce
圖書(shū)封面Titlebook: Engineering Geology for Society and Territory - Volume 2; Landslide Processes Giorgio Lollino,Daniele Giordan,Nicola Sciarra Conference pro
描述This book is one out of 8 IAEG XII Congress volumes, and deals with Landslide processes, including: field data and monitoring techniques, prediction and forecasting of landslide occurrence, regional landslide inventories and dating studies, modeling of slope instabilities and secondary hazards (e.g. impulse waves and landslide-induced tsunamis, landslide dam failures and breaching), hazard and risk assessment, earthquake and rainfall induced landslides, instabilities of volcanic edifices, remedial works and mitigation measures, development of innovative stabilization techniques and applicability to specific engineering geological conditions, use of geophysical techniques for landslide characterization and investigation of triggering mechanisms. Focuses is given to innovative techniques, well documented case studies in different environments, critical components of engineering geological and geotechnical investigations, hydrological and hydrogeological investigations, remote sensing and geophysical techniques, modeling of triggering, collapse, run out and landslide reactivation, geotechnical design and construction procedures in landslide zones, interaction of landslides with struct
出版日期Conference proceedings 2015
關(guān)鍵詞Engineering Geology; Forecasting; Geotechnical Design in Landslide Zones; IAEG XII Congress; Landslide P
版次1
doihttps://doi.org/10.1007/978-3-319-09057-3
isbn_softcover978-3-319-38418-4
isbn_ebook978-3-319-09057-3
copyrightSpringer International Publishing Switzerland 2015
The information of publication is updating

書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2影響因子(影響力)




書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2影響因子(影響力)學(xué)科排名




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書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




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https://doi.org/10.1007/978-1-349-23521-6 anti-inclined lamellar weak strata or weak-hard rock intercalated strata are characterized by this type of failure. The toppling degree and stability are closed related to the strength and thickness of rock strata. The rock strata may experience large flexible bending deformations and failure only
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Spread Spectrum Time-Domain Reflectometry,lt design conditions. Nevertheless, their use can still be complex and raises a series of difficult steps both in the modeling and the analysis of the results. In this paper, we provide an overview of rockfall analysis aspects relevant to rockfall protection, as well as examples of applications of m
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The Aero- and Hydromechanics of Keel Yachtsimultaneous recording of several physical entities such as deformation, precipitation, pore pressure and so on. This large amount of data can be used for the numerical evaluation of the landslide behavior and for the definition of the most significant triggering cause(s). The obtained knowledge is o
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https://doi.org/10.1007/978-981-97-6899-8tation measurements systematic errors were found to be of the same order of magnitude of the displacements, while precision was at least one order less. After correcting the systematic errors, the redundancy between the two types of measurements resulted very good and then it was possible to estimat
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Fabio Cristiano,Emilio Distrettison of inclinometer and TDR system can be made. The second part is designed to monitor: on-ground precipitation continuously, piezometric pressure heads (groundwater table) periodically. Relations between precipitation and groundwater regime can then be defined. Finally, overlapping of the latter wi
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