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The Resource Hydrogeological instability in cohesive soils : techniques for prediction, prevention and control, Luigi Coppola ; linguistic review by Dante Valerio Tedesco, (electronic book)

Hydrogeological instability in cohesive soils : techniques for prediction, prevention and control, Luigi Coppola ; linguistic review by Dante Valerio Tedesco, (electronic book)

Creator
Author
Summary
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
Language
eng
Work
Publication
Extent
1 online resource.
Contents
  • 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
  • 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
  • 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
  • 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
  • 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
Isbn
9783319743318
Instance
Label
Hydrogeological instability in cohesive soils : techniques for prediction, prevention and control
Title
Hydrogeological instability in cohesive soils
Title remainder
techniques for prediction, prevention and control
Statement of responsibility
Luigi Coppola ; linguistic review by Dante Valerio Tedesco
Creator
Author
Subject
Language
eng
Summary
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
Member of
Cataloging source
N$T
http://library.link/vocab/creatorName
Coppola, Luigi
Dewey number
624.151363
Index
index present
LC call number
TA710
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/subjectName
  • Soil mechanics
  • Landslides
  • Landslide hazard analysis
  • Scour (Hydraulic engineering)
  • Earth Sciences
  • Geotechnical Engineering & Applied Earth Sciences
  • Geoengineering, Foundations, Hydraulics
  • Hydrogeology
  • Natural Hazards
  • Monitoring/Environmental Analysis
Label
Hydrogeological instability in cohesive soils : techniques for prediction, prevention and control, Luigi Coppola ; linguistic review by Dante Valerio Tedesco, (electronic book)
Instantiates
Publication
Copyright
Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • 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
  • 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
  • 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
  • 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
  • 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
Extent
1 online resource.
Form of item
online
Isbn
9783319743318
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other control number
10.1007/978-3-319-74331-8
System control number
  • on1031373673
  • (OCoLC)1031373673
Label
Hydrogeological instability in cohesive soils : techniques for prediction, prevention and control, Luigi Coppola ; linguistic review by Dante Valerio Tedesco, (electronic book)
Publication
Copyright
Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • 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
  • 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
  • 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
  • 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
  • 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
Extent
1 online resource.
Form of item
online
Isbn
9783319743318
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other control number
10.1007/978-3-319-74331-8
System control number
  • on1031373673
  • (OCoLC)1031373673

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