عنوان

Hydrogeological instability in cohesive soils :

شابک

3319743317

شابک

9783319743318

شابک اشتباه

3319743309

شابک اشتباه

9783319743301

عنوان اصلي

Hydrogeological instability in cohesive soils :

نام عام مواد

[Book]

ساير اطلاعات عنواني

techniques for prediction, prevention and control /

نام نخستين پديدآور

Luigi Coppola ; linguistic review by Dante Valerio Tedesco.

محل نشرو پخش و غیره

Cham, Switzerland :

نام ناشر، پخش کننده و غيره

Springer,

تاریخ نشرو بخش و غیره

[2018]

تاریخ نشرو بخش و غیره

©2018

نام خاص و کميت اثر

1 online resource

متن يادداشت

Includes bibliographical references and index.

متن يادداشت

Intro; Preface; Curriculum vitae; Contents; Preparatory Aspects of the Methodology of Analysis; 1 Genesis and Structures of Cohesive Soils; 1.1 Introduction; 1.2 Mineralogic Composition of Clays; 1.3 Electrostatic Characteristics of Clays; 1.4 Genesis of Clayey Soils; References; 2 Causes of Lanslides in Cohesive Soils; 2.1 Introduction; 2.2 The Principle of Effective Stresses; 2.3 Equilibrium Conditions; 2.3.1 Passive Thrust; 2.3.2 Active Thrust; 2.4 The Failure Process (from Bles and Feuga 1981); 2.4.1 Failure of Rocks Under Tension; 2.4.2 Failure of Rocks Under Compression.

متن يادداشت

2.5 The Influence of Pore-Water PressureReferences; 3 The Dating of Landslides; 3.1 Introduction; 3.2 General Overview of Quaternary Subdivisions in Marine Environment; 3.3 Chronostratigraphic Evaluations of Landslide Units; 3.4 Analytical Procedure for the Chronological Evaluation of Pre-Existing Landslides by Means of Tables 3.1 and 3.2-Example Referring to Würm; 3.5 The Importance of a Correct Site Analysis; References; 4 The Pre-failure Deformation; 4.1 Introduction; 4.2 Development of Cracks Under Compression; 4.3 Analysis of Brittle Deformation.

متن يادداشت

4.4 Definition and Description of the Various Types of Fractures4.4.1 Diaclases and Joints; 4.4.2 Extension Fractures (Fentes); 4.4.3 Faults; 4.5 Interpretation of the Mechanisms of Fractures Formation; 4.5.1 Introduction; 4.5.2 Formation of Diaclases and Joints; 4.5.3 Formation of Extension Fractures and Fentes; 4.5.4 Formation of Faults; 4.6 The Stress Field; 4.6.1 Identification of the Stress Field; 4.6.2 Stress Field in a Continuous Medium; 4.6.3 Stress Field in a Discontinuous Medium; 4.6.4 Method of the Minimum Dihedral (or Quick Method); 4.7 The Analysis Process; References.

متن يادداشت

6.4 The North-Eastern Slope of Tricarico6.4.1 Location; 6.4.2 Lithology of the Slope; 6.4.3 Morphological Processes in Place; 6.4.4 Instrumental Monitoring; 6.4.5 Discussion; 6.5 Hydraulic Conductivity and Hydraulic Potential at Failure; References; 7 Landslides Types and Their Failure Mechanisms; 7.1 Introduction; 7.2 Monotype Landslides; 7.3 Composite Landslides; 7.4 The Great Ancona Landslide; 7.4.1 Chronicle Notes (from Carciofi 1983); 7.4.2 Summary of Damages (from Carciofi 1983); 7.4.3 Geological-Structural Framework of the Landslide; 7.4.4 Morphological Aspects of the Slope.

متن يادداشت

Methodological and Analytical Aspects5 The Dynamics of Disruptions; 5.1 Introduction; 5.2 Dynamics of Recent Landslides; 5.2.1 First Environment; 5.2.2 Second Environment; 5.2.3 Third Environment; 5.3 Pre-existing Landslides; 5.3.1 Relation Between Stress and Strain; 5.3.2 Causes of Deformation at Failure; 5.3.3 Reactivation of Pre-existing Landslides; References; 6 The Role of the Coefficient of Permeability K; 6.1 Introduction; 6.2 The Effect of Ground Anisotropy on Permeability; 6.3 Consequence of Slopes Erosion on the Variations of the Coefficient of Permeability K.

بدون عنوان

0

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

متن يادداشت

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 researchers of applied geology, geotechnical, environmental and civil engineering, as well as professionals in the fields of hydrogeology and natural hazards.

منبع سفارش / آدرس اشتراک

Springer Nature

شماره انبار

com.springer.onix.9783319743318

عنوان

Hydrogeological instability in cohesive soils.

شماره استاندارد بين المللي کتاب و موسيقي

9783319743301

موضوع مستند نشده

Landslide hazard analysis.

موضوع مستند نشده

Landslides.

موضوع مستند نشده

Scour (Hydraulic engineering)

موضوع مستند نشده

Soil mechanics.

موضوع مستند نشده

Economic geology.

موضوع مستند نشده

Environmental monitoring.

موضوع مستند نشده

Hydrology & the hydrosphere.

موضوع مستند نشده

Landslide hazard analysis.

موضوع مستند نشده

Landslides.

موضوع مستند نشده

Meteorology & climatology.

موضوع مستند نشده

Natural disasters.

موضوع مستند نشده

Scour (Hydraulic engineering)

موضوع مستند نشده

Soil mechanics.

موضوع مستند نشده

TECHNOLOGY & ENGINEERING-- Civil-- General.

موضوع مستند نشده

RB

موضوع مستند نشده

TEC-- 009020

شماره

ويراست

شماره رده

مستند نام اشخاص تاييد نشده

Coppola, Luigi

تاريخ عمليات

20200823104839.0

قواعد فهرست نويسي ( بخش توصيفي )

pn

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y