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

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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




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




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




書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2被引頻次




書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2被引頻次學(xué)科排名




書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2年度引用




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書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2讀者反饋




書(shū)目名稱(chēng)Engineering Geology for Society and Territory - Volume 2讀者反饋學(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

ACE-inhibitor

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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