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Landslides in Sensitive Clays: From Research to Implementation 1st ed. 2017 [Hardback]

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  • Formāts: Hardback, 603 pages, height x width: 235x155 mm, 228 Illustrations, color; 59 Illustrations, black and white; XIX, 603 p. 287 illus., 228 illus. in color., 1 Hardback
  • Sērija : Advances in Natural and Technological Hazards Research 46
  • Izdošanas datums: 24-May-2017
  • Izdevniecība: Springer International Publishing AG
  • ISBN-10: 3319564862
  • ISBN-13: 9783319564869
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  • Formāts: Hardback, 603 pages, height x width: 235x155 mm, 228 Illustrations, color; 59 Illustrations, black and white; XIX, 603 p. 287 illus., 228 illus. in color., 1 Hardback
  • Sērija : Advances in Natural and Technological Hazards Research 46
  • Izdošanas datums: 24-May-2017
  • Izdevniecība: Springer International Publishing AG
  • ISBN-10: 3319564862
  • ISBN-13: 9783319564869
Citas grāmatas par šo tēmu:
This book gathers the most recent scientific research on the geological, geotechnical and geophysical aspects of slope failure in sensitive clays. Gathering contributions by international experts, it focuses on understanding the complete and practical spectrum of challenges presented by landslides in such complex materials. Based on sound and validated research results, the book also presents several recommendations that could be implemented in the guidelines or code-of-practice. These recommendations cover topics including the characterization and behavior of sensitive clays; the pre-failure, failure and post-failure stages of sensitive clays; mapping and identification methods; climate change; hazard assessment; and risk management.





Sensitive clays are known for their potential for causing large landslides, which pose a serious risk to human lives, infrastructure, and surrounding ecosystems within their reach. This has been demonstrated by the recent catastrophic landslides in e.g. Sųrum (2016), Skjeggestad (2015), Statland (2014), Byneset (2012), St-Jude (2010), Lyngen (2010) and Kattmarka (2009). The 2015 collapse of the Skjeggestad Bridge in Norway which was due to a landslide in sensitive clay alone costs millions of dollars in repairs. Recently, efforts are being made to increase societys ability to cope with such landslide hazards. Geoscientists are now expected to provide input to the agencies responsible for landslide-risk preparedness. In other words, geoscientists role is not only to act as technologists to establish new theories, but also to go the extra mile to implement them in practice, so as to find meaningful solutions to geotechnical problems.
1 Landslide in Sensitive Clays - From Research to Implementation
1(14)
Vikas Thakur
Jean-Sebastien L'Heureux
Ariane Locat
Part I Characterization and Behavior of Sensitive Clays
2 Sensitive Clays of Eastern Canada: From Geology to Slope Stability
15(20)
Guy Lefebvre
3 Chemistry: An Essential Key to Understanding High-Sensitivity and Quick Clays and to Addressing Landslide Risk
35(10)
J. Kenneth Torrance
4 Improving the Post-failure Properties in Quick Clays by Treatment with Potassium Chloride
45(12)
Tonje Eide Helle
Per Aagaard
Steinar Nordal
5 CPTU Classification Diagrams for Identification of Sensitive Clays
57(10)
Anders Samstad Gylland
Rolf Sandven
Alberto Montafia
Andreas Aspmo Pfaffhuber
Kristoffer Kasin
Mike Long
6 Relationships Between Shear Wave Velocity and Geotechnical Parameters for Norwegian and Swedish Sensitive Clays
67(10)
Mike Long
Tara Wood
Jean-Sebastien L'Heureux
7 Geophysical and Geotechnical Characterization of a Sensitive Clay Deposit in Brownsburg, Quebec
77(10)
Karine Belanger
Ariane Locat
Richard Fortier
Denis Demers
8 Investigating How the Changes in Geotechnical Properties of Sensitive Clays Influence Their Geophysical Properties
87(10)
Shane Gribben
Sara Bazin
Shane Donohue
V. Sivakumar
Jean-Sebastien L'Heureux
9 Determination of Remoulding Energy of Sensitive Clays
97(12)
Vikas Thakur
Samson Abate Degago
Juha Selanpaa
Tim Lansivaara
10 Problems Related to Field Vane Testing in Soft Soil Conditions and Improved Reliability of Measurements Using an Innovative Field Vane Device
109(12)
Juha Selanpaa
Bruno Di Bud
Tim Lansivaara
Marco D'Ignazio
11 A New Laboratory Procedure to Study Stress Relief in Soil Samples
121(12)
Helene Alexandra Amundsen
H. Dang
Matthew Adamson
Arnfinn Emdal
Vikas Thakur
12 Sample Disturbance in Deep Clay Samples
133(12)
Anders Beijer Lundberg
13 Effects of Sample Disturbance in the Determination of Soil Parameters for Advanced Finite Element Modelling of Sensitive Clays
145(10)
Marco D'Ignazio
Hans Petter Jostad
Tim Lansivaara
Ville Lehtonen
Juho Mansikkamaki
Christopher Meehan
14 Viscometric Tests of Sensitive Clay from Byneset, Norway, and Fit to the Herschel-Bulkley Model
155(12)
Ragnhild Haøy Grue
Dieter Issler
Jean-Sebastien L'Heureux
Vikas Thakur
15 Dynamic Properties of a Sensitive Clay Deposit
167(12)
Sarah Bouchard
H. Ali
D. LeBoeuf
Serge Leroueil
G. Cascante
Part II Pre-failure and Failure Stages
16 The Role of Instability and Shear Band Localisation in Triggering Landslides in Sensitive Clays
179(12)
Lars Andresen
Hans Petter Jostad
17 Vibratory Roller Influence Zone Near Slopes with Vibration Susceptible Soils
191(12)
Jorgen Johansson
Sarah Bouchard
Jean-Sebastien L'Heureux
18 Bayesian Updating of Uncertainties in the Stability Analysis of Natural Slopes in Sensitive Clays
203(10)
Ivan Depina
Cecilia Ulmke
Djamalddine Boumezerane
Vikas Thakur
19 Potential Landsliding at the North Spur, Churchill River Valley
213(12)
Denise Leahy
Regis Bouchard
Serge Leroueil
20 Correction Factors for Undrained LE Analyses of Sensitive Clays
225(12)
Petter Fornes
Hans Petter Jostad
21 Advances in Determining Au and su for Limit Equilibrium Analyses
237(12)
Ville Lehtonen
Tim Lansivaara
22 Recommended Practice for the Use of Strength Anisotropy Factors in Stability Calculations
249(10)
Vikas Thakur
Vidar Gjelsvik
Odd Arne Fauskerud
Stein Christensen
Frode Oset
Margareta Viklund
Stein-Are Strand
23 On the Benefits of Incorporating Anisotropy in Stability Analyses in Sensitive Clays
259(8)
Mats Karlsson
Minna Karstunen
24 Development and Application of a Regional Slope Stability Assessment Screening Tool
267(12)
Brian D. Carlton
Katherine Price
Maarten Vanneste
Carl Fredrik Forsberg
Part III Post-failure Stage
25 The Use of LiDAR Airborne Data for Retrogressive Landslides Inventory in Sensitive Clays, Quebec, Canada
279(10)
Denis Demers
Denis Robitaille
Alexandre Lavoie
Stephane Paradis
Alexis Fortin
Daniel Ouellet
26 Runout of Landslides in Sensitive Clays
289(12)
Stein-Are Strand
Vikas Thakur
Jean-Sebastien L'Heureux
Suzanne Lacasse
Kjell Karlsrud
Trude Nyheim
Kristian Aunaas
Hanne Bratlie Ottesen
Vidar Gjelsvik
Odd Arne Fauskerud
Rolf Sandven
Anders Rosenquist af Akershult
27 Parametric Analysis of the Mobility of Debris from Flow Slides in Sensitive Clays
301(10)
Dominique Tunnel
Jacques Locat
Pascal Locat
Denis Demers
28 Mapping Quick Clay Hazard Zones: Comparison of Methods for the Estimation of the Retrogression Distance
311(12)
Ellen D. Haugen
Morten Tveit
Hakon Heyerdahl
29 Modelling of the Quickness Test of Sensitive Clays Using the Generalized Interpolation Material Point Method
323(14)
Quoc Anh Tran
Wojciech Solowski
Vikas Thakur
Minna Karstunen
30 Back-calculation of the Byneset Flow Slide Using the Voellmy Rheology
337(10)
Ashenan Lulseged Yifru
Samson Abate Degago
Vikas Thakur
31 Effect of Strain Softening Behaviours on Run-Out Distance of a Sensitive Clay Landslide
347(14)
Petter Fornes
Huynh D. V. Khoa
Part IV Case Records, Slides in Sensitive Sediments Including Offshore and Nearshore Slides
32 The 1908 Disaster of Notre-Dame-de-la-Salette, Quebec, Canada: Analysis of the Landslide and Tsunami
361(12)
Jacques Locat
Dominique Turmel
Pascal Locat
Julie Therrien
M. Letourneau
33 Fv. 287 Strandgata: Kjøreplass bru. Road Construction in Quick Clay
373(10)
Ernst Pytten
Trine Flobak
Hanne Bratlie Ottesen
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
383(12)
M. Limoges
M. Demers Bonin
N. Pepin
M. Lemieux
35 Revisiting the 1959 Quick Clay Landslide at Sokkelvik, Norway
395(12)
Jean-Sebastien L'Heureux
Steinar Nordal
Synnøve W. Austefjord
36 Geotechnical Evaluation of a Quick Clay Area in Trondheim, Norway
407(10)
Rolf Sandven
Konstantinos Kalomoiris
Tone Furuberg
Anders Samstad Gylland
37 Saguenay Risk Management
417(14)
Janelle Potvin
R. Mompin
Catherine Thibault
Denis Demers
Chantal Bilodeau
L. Desbiens
Part V Sensitive Clays Mapping and Identification
38 Development of a Methodology for Quick Clay Mapping
431(12)
Hjordis Lofroth
Karin Lundstrom
Lena Persson
Mehrdad Bastani
J. Ekstrom
Colby A. Smith
J. Hedfors
David Schalin
39 Helicopter Electromagnetic Scanning as a First Step in Regional Quick Clay Mapping
443(10)
Asgeir Lysdahl
Andreas Aspmo Pfaffhuber
Helgard Anschutz
Kristoffer Kasin
Sara Bazin
40 Developments in Mapping and Web Presentation of Fjord-Marine Deposit Distributions for Quick-Clay Related Work in Norway
453(10)
Louise Hansen
Inger-Lise Solberg
A. Jarna
Bo Nordahl
41 Analysis of Ground Geophysical, Airborne TEM, and Geotechnical Data for Mapping Quick Clays in Sweden
463(12)
Mehrdad Bastani
Lena Persson
Hjordis Lofroth
Colby A. Smith
David Schalin
42 Investigation of a Sensitive Clay Landslide Area Using Frequency-Domain Helicopter-Borne EM and Ground Geophysical Methods
475(12)
Vikas Chand Baranwal
Jan Steinar Rønning
Inger-Lise Solberg
Einar Dalsegg
Jan Fredrik Tønnesen
Mike Long
43 The Norwegian National Database for Ground Investigations (NADAG): A Tool to Assist in Landslide Hazard Zonation and Other Quick-Clay Related Issues
487(10)
Inger-Lise Solberg
Bo Nordahl
Louise Hansen
Bjørn Ove Grøtan
S. Gulbrandsen
44 Future Strategy for Soil Investigations in Quick Clay Areas
497(14)
Rolf Sandven
Anders Samstad Gylland
Alberto Montana
Andreas Aspmo Pfaffhuber
Kristoffer Kasin
Mike Long
Part VI Hazard Assessment and Risk Management
45 Reliability of Slopes in Sensitive Clays
511(28)
Suzanne Lacasse
Zhongqiang Liu
Jihwan Kim
Jung Chan Choi
Farrokh Nadim
46 Natural Hazards in a Changing Climate in Norway
539(10)
Bjorn Kristoffer Dolva
Gordana Petkovic
47 Development of a Long Term Monitoring Network of Sensitive Clay Slopes in Quebec in the Context of Climate Change
549(10)
Catherine Cloutier
Pascal Locat
Denis Demers
Alexis Fortin
Jacques Locat
Serge Leroueil
Ariane Locat
Jean-Michel Lemieux
Chantal Bilodeau
48 Practicing Hazard Mitigation Strategies for a Construction on a Sensitive Clay Slope
559(12)
Samson Abate Degago
Vikas Thakur
49 Mapping of Landslide Risks in a Changing Climate - Development of Simplified Methodology
571(10)
Karin Oden
K. Bergdahl
H. Lofroth
G. Goransson
A. Jonsson
R. Kiilsgaard
M. Oberg
50 Quick-Clay Hazard Mapping in Norway
581(12)
Ingrid Havnen
Hanne Bratlie Ottesen
Ellen D. Haugen
M.H. Frekhaug
Author Index 593(4)
Subject Index 597
Vikas Thakur is professor at the Department of Civil and Environmental Engineering at the Norwegian University of Science and Technology (NTNU). He is expertise in the characterization of soft and sensitive clays, sample disturbances, slope stability, landslides hazard assessment, risk analysis, failure mechanism and strain localization, soft clay stabilization, element testing and physical modelling, finite element modelling, and unsaturated soil mechanics. He is also acknowledge for his pragmatic approaches to bridge the gap between research and practice.





Jean-Sebastien L'Heureux is a senior geotechnical engineer and Technical Lead for landslides at the Norwegian Geotechnical Institute (NGI) in Norway. He has a broad experience from research and consulting projects associated with mapping of landslide hazard and risk assessment on- and off-shore. Jean-Sebastien's interest include integration of geophysical, geological and geotechnical data for the understanding of soil behaviour, in situ testing and slope processes in sensitive clay terrain.







Ariane Locat is a professor at the Civil Engineering and Water Engineering Department of Université Laval, in Canada. Her main research topic is investigation and characterisation of large landslides in sensitive clays. Her interests include the nature of soil and its mechanical behaviour, slope stability, and risk analysis.