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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
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Title
Landslides in Sensitive Clays
Published by
Springer International Publishing, January 2017
DOI 10.1007/978-3-319-56487-6
ISBNs
978-3-31-956486-9, 978-3-31-956487-6
Editors

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

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