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Titlebook: Hydrogeological Instability in Cohesive Soils; Techniques for Predi Luigi Coppola Book 2018 Springer International Publishing AG, part of S

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發(fā)表于 2025-3-21 17:42:59 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Hydrogeological Instability in Cohesive Soils
副標(biāo)題Techniques for Predi
編輯Luigi Coppola
視頻videohttp://file.papertrans.cn/431/430428/430428.mp4
概述Includes illustrations, tables, diagrams, geological surveys and profiles to exemplify techniques for forecasting, preventing and controlling the hydrogeological instability of cohesive slopes.Present
圖書封面Titlebook: Hydrogeological Instability in Cohesive Soils; Techniques for Predi Luigi Coppola Book 2018 Springer International Publishing AG, part of S
描述.This book discusses techniques for predicting, preventing and controlling the hydrogeological instability of slopes consisting of cohesive soils. The proposed methodology is practical and innovative, and assumes a dynamic valence in defining the deformation process of underground failure as well as its activation through the assumption of a four-dimensional space-time continuum. This latter aspect is crucial for predicting a landslide in time to control it. At present, predicting, preventing and controlling hydrogeological instability in cohesive soils relies on mathematical modelling using specific software, the predictive reliability of which is rather deficient. Such modelling is based upon deterministic processes, which are entirely unsuitable for dealing with the complexity of vital processes occurring during the genesis of a landslide. In this work, the three-dimensional vision of a landslide as a set of distinct and independent phenomena is abandoned and the prediction and prevention of hydrogeological instability is pursued through the alternative of an indivisible totality of natural phenomena that includes the time factor. The book is of interest to graduates and researc
出版日期Book 2018
關(guān)鍵詞Hydrogeological Hazard; Rock Failure; Method of Limit Equilibrium; Instability Phenomena; Landslides Pre
版次1
doihttps://doi.org/10.1007/978-3-319-74331-8
isbn_softcover978-3-030-08966-5
isbn_ebook978-3-319-74331-8
copyrightSpringer International Publishing AG, part of Springer Nature 2018
The information of publication is updating

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沙發(fā)
發(fā)表于 2025-3-21 20:50:57 | 只看該作者
Luigi CoppolaIncludes illustrations, tables, diagrams, geological surveys and profiles to exemplify techniques for forecasting, preventing and controlling the hydrogeological instability of cohesive slopes.Present
板凳
發(fā)表于 2025-3-22 01:28:29 | 只看該作者
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地板
發(fā)表于 2025-3-22 04:38:47 | 只看該作者
Genesis and Structures of Cohesive SoilsThis chapter discusses the reticular bonds of clay minerals that break down because of alteration, giving rise to simple molecules and ions, some of which are washed out or escape as gas producing fractures in the ground.
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發(fā)表于 2025-3-22 08:54:09 | 只看該作者
The Dating of LandslidesIt is often necessary to date the landslides not only to trace the causes of the failure of a slope but essentially to define the environmental factors interacting in the process of changing the natural environment.
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發(fā)表于 2025-3-22 14:55:32 | 只看該作者
Landslides Types and Their Failure MechanismsThis chapter explores the different peculiar aspects of the behaviour of soils subjected to landslide, and it discusses landslides with rotational plastic movement, both monotype and composite landslides.
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發(fā)表于 2025-3-22 17:49:54 | 只看該作者
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發(fā)表于 2025-3-22 22:03:15 | 只看該作者
The Role of the Coefficient of Permeability Knding, generally superficial, movement will be treated in the end for particular cases where even on jungle-like, intensely forested slopes (see Fig.?. in Chap.?5) it is possible that there are plastic-rotational landslides that evolve in flows.
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