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Landslides in Sensitive Clays

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Cover of 'Landslides in Sensitive Clays'

Table of Contents

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    Book Overview
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    Chapter 1 Landslide in Sensitive Clays – From Research to Implementation
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    Chapter 2 Sensitive Clays of Eastern Canada: From Geology to Slope Stability
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    Chapter 3 Chemistry: An Essential Key to Understanding High-Sensitivity and Quick Clays and to Addressing Landslide Risk
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    Chapter 4 Improving the Post-failure Properties in Quick Clays by Treatment with Potassium Chloride
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    Chapter 5 CPTU Classification Diagrams for Identification of Sensitive Clays
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    Chapter 6 Relationships Between Shear Wave Velocity and Geotechnical Parameters for Norwegian and Swedish Sensitive Clays
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    Chapter 7 Geophysical and Geotechnical Characterization of a Sensitive Clay Deposit in Brownsburg, Quebec
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    Chapter 8 Investigating How the Changes in Geotechnical Properties of Sensitive Clays Influence Their Geophysical Properties
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    Chapter 9 Determination of Remoulding Energy of Sensitive Clays
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    Chapter 10 Problems Related to Field Vane Testing in Soft Soil Conditions and Improved Reliability of Measurements Using an Innovative Field Vane Device
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    Chapter 11 A New Laboratory Procedure to Study Stress Relief in Soil Samples
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    Chapter 12 Sample Disturbance in Deep Clay Samples
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    Chapter 13 Effects of Sample Disturbance in the Determination of Soil Parameters for Advanced Finite Element Modelling of Sensitive Clays
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    Chapter 14 Viscometric Tests of Sensitive Clay from Byneset, Norway, and Fit to the Herschel–Bulkley Model
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    Chapter 15 Dynamic Properties of a Sensitive Clay Deposit
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    Chapter 16 The Role of Instability and Shear Band Localisation in Triggering Landslides in Sensitive Clays
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    Chapter 17 Vibratory Roller Influence Zone Near Slopes with Vibration Susceptible Soils
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    Chapter 18 Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays
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    Chapter 19 Potential Landsliding at the North Spur, Churchill River Valley
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    Chapter 20 Correction Factors for Undrained LE Analyses of Sensitive Clays
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    Chapter 21 Advances in Determining Δu and su for Limit Equilibrium Analyses
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    Chapter 22 Recommended Practice for the Use of Strength Anisotropy Factors in Stability Calculations
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    Chapter 23 On the Benefits of Incorporating Anisotropy in Stability Analyses in Sensitive Clays
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    Chapter 24 Development and Application of a Regional Slope Stability Assessment Screening Tool
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    Chapter 25 The Use of LiDAR Airborne Data for Retrogressive Landslides Inventory in Sensitive Clays, Québec, Canada
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    Chapter 26 Runout of Landslides in Sensitive Clays
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    Chapter 27 Parametric Analysis of the Mobility of Debris from Flow Slides in Sensitive Clays
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    Chapter 28 Mapping Quick Clay Hazard Zones: Comparison of Methods for the Estimation of the Retrogression Distance
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    Chapter 29 Modelling of the Quickness Test of Sensitive Clays Using the Generalized Interpolation Material Point Method
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    Chapter 30 Back-calculation of the Byneset Flow Slide Using the Voellmy Rheology
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    Chapter 31 Effect of Strain Softening Behaviours on Run-Out Distance of a Sensitive Clay Landslide
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    Chapter 32 The 1908 Disaster of Notre-Dame-de-la-Salette, Québec, Canada: Analysis of the Landslide and Tsunami
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    Chapter 33 Fv. 287 Strandgata: Kjøreplass bru. Road Construction in Quick Clay
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    Chapter 34 Case Study: Characterization of a Thick Sensitive Clay Deposit in the St. Lawrence River Valley, Slope Stability Analysis and Preliminary Assessment of Permanent Deformations
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    Chapter 35 Revisiting the 1959 Quick Clay Landslide at Sokkelvik, Norway
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    Chapter 36 Geotechnical Evaluation of a Quick Clay Area in Trondheim, Norway
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    Chapter 37 Saguenay Risk Management
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    Chapter 38 Development of a Methodology for Quick Clay Mapping
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    Chapter 39 Helicopter Electromagnetic Scanning as a First Step in Regional Quick Clay Mapping
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    Chapter 40 Developments in Mapping and Web Presentation of Fjord-Marine Deposit Distributions for Quick-Clay Related Work in Norway
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    Chapter 41 Analysis of Ground Geophysical, Airborne TEM, and Geotechnical Data for Mapping Quick Clays in Sweden
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    Chapter 42 Investigation of a Sensitive Clay Landslide Area Using Frequency-Domain Helicopter-Borne EM and Ground Geophysical Methods
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    Chapter 43 The Norwegian National Database for Ground Investigations (NADAG): A Tool to Assist in Landslide Hazard Zonation and Other Quick-Clay Related Issues
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    Chapter 44 Future Strategy for Soil Investigations in Quick Clay Areas
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    Chapter 45 Reliability of Slopes in Sensitive Clays
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    Chapter 46 Natural Hazards in a Changing Climate in Norway
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    Chapter 47 Development of a Long Term Monitoring Network of Sensitive Clay Slopes in Québec in the Context of Climate Change
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    Chapter 48 Practicing Hazard Mitigation Strategies for a Construction on a Sensitive Clay Slope
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    Chapter 49 Mapping of Landslide Risks in a Changing Climate – Development of Simplified Methodology
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    Chapter 50 Quick-Clay Hazard Mapping in Norway
Attention for Chapter 47: Development of a Long Term Monitoring Network of Sensitive Clay Slopes in Québec in the Context of Climate Change
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Chapter title
Development of a Long Term Monitoring Network of Sensitive Clay Slopes in Québec in the Context of Climate Change
Chapter number 47
Book title
Landslides in Sensitive Clays
Published by
Springer International Publishing, May 2017
DOI 10.1007/978-3-319-56487-6_47
Book ISBNs
978-3-31-956486-9, 978-3-31-956487-6
Authors

Catherine Cloutier, Pascal Locat, Denis Demers, Alexis Fortin, Jacques Locat, Serge Leroueil, Ariane Locat, Jean-Michel Lemieux, Chantal Bilodeau

Editors

Vikas Thakur, Jean-Sébastien L'Heureux, Ariane Locat

Mendeley readers

Mendeley readers

The data shown below were compiled from readership statistics for 4 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 4 100%

Demographic breakdown

Readers by professional status Count As %
Researcher 2 50%
Student > Ph. D. Student 1 25%
Student > Master 1 25%
Readers by discipline Count As %
Engineering 2 50%
Medicine and Dentistry 1 25%
Environmental Science 1 25%