Progress in Landslide Research and Technology.

Progress in Landslide Research and Technology. / Volume 2 : Issue 2 : 2023.

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Bibliographic Details
VerfasserIn:
Alcántara-Ayala, Irasema.
Arbanas, Željko.
Huntley, David.
Konagai, Kazuo
Mihalić Arbanas, Snježana.
Mikǒs, Matjaž
Ramesh, Maneesha Vinodini
Sassa, Kyoji
Sassa, Shinji.
Tang, Huiming.
TeilnehmendeR:
Arbanas, Željko.
Huntley, David.
Konagai, Kazuo
Mihalić Arbanas, Snježana.
Mikǒs, Matjaž
Ramesh, Maneesha Vinodini
Sassa, Kyoji
Sassa, Shinji.
Tang, Huiming.
Place / Publishing House:Cham : : Springer International Publishing AG,, 2024.
©2023.
Year of Publication:2024
Edition:First edition.
Language:English
Series:Progress in Landslide Research and Technology Series
Physical Description:1 online resource (490 pages)
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Table of Contents:
  • Intro
  • Editorial Board of the Book Series
  • Editor-in-Chief
  • Assistant Editors-in-Chief
  • Editors
  • KLC2020 Managing Committee
  • Advisory Members for KLC2020
  • KLC2020 Official Promoters
  • Public Sectors: KLC2020 Official Promoters-Public
  • International Unions/Associations, Governmental Organizations, Universities and Research Institutes
  • Private Sectors: KLC2020 Official Promoters-Private
  • Companies and Corporation
  • Standing Editors for KLC2020 Book Series
  • Editorial Office
  • Global Promotion Committee of the International Programme on Landslides and Kyoto Landslide Commitment 2020
  • A Commitment to the Sendai Framework and the Sustainable Development Goals
  • Members of the IPL-KLC Global Promotion Committee
  • Contents
  • Part I: ICL Landslide Lesson
  • Advancements in Shear Strength Interpretation, Testing, and Use for Landslide Analysis
  • 1 Background
  • 2 Causes of Landslides
  • 3 Planning and Design of Landslide Stabilization Works
  • 4 Brief Overview of Shear Strengths
  • 5 Shear Strength Measurements
  • 5.1 Direct Shear Tests
  • 5.2 Triaxial Tests
  • 5.3 Direct Simple Shear Tests
  • 5.4 Ring Shear Tests
  • 5.5 Cyclic Simple Shear Tests
  • 5.6 Cyclic Triaxial Tests
  • 6 Correlations Methods to Obtain Soil Shear Strengths
  • 6.1 Fully Softened Shear Strength
  • 6.2 Residual Shear Strength
  • 6.3 Undrained Shear Strengths of Over-Consolidated Clays
  • 6.4 Cyclic Shear Strength
  • 6.5 Post-Cyclic Undrained Shear Strength
  • 6.6 Various Other Correlations
  • 7 Example of Shear Strength Estimation with Correlation Methods
  • 8 Summary and Recommendations
  • References
  • Rock Avalanches in the Tibetan Plateau of China
  • 1 Introduction
  • 2 Geological Setting of the Studied Area
  • 3 Distribution of Rock Avalanches in the Study Area
  • 3.1 Spatial Distribution of Rock Avalanches in the Himalayan Range, China.
  • 3.2 Locations of the Typical Rock Avalanches
  • 4 Characteristics of Typical Rock Avalanche Deposits
  • 4.1 Luanshibao Rock Avalanche
  • 4.1.1 Geological Setting and General Features of the Luanshibao Rock Avalanche
  • 4.1.2 Sedimentary Features of the Avalanche Deposit
  • 4.2 Nyixoi Chongco Rock Avalanche
  • 4.2.1 Geological Setting and General Features of the Nyixoi Chongco Rock Avalanche
  • 4.2.2 Sedimentary Features of the Avalanche Deposit
  • 4.3 Tagarma Rock Avalanche
  • 4.3.1 Geological Setting and General Features of the Tagarma Rock Avalanche
  • 4.3.2 Sedimentary Features of the Avalanche Deposit
  • 4.4 Iymek Rock Avalanche
  • 4.4.1 Geological Setting and General Features of the Iymek Rock Avalanche
  • 4.4.2 Sedimentary Features of the Avalanche Deposit
  • 5 Discussion
  • 6 Conclusion
  • References
  • Part II: Original Articles
  • Landslide Susceptibility Zonation Using GIS-Based Frequency Ratio Approach in the Kulon Progo Mountains Area, Indonesia
  • 1 Introduction
  • 2 Research Area
  • 3 Methodology
  • 4 Dataset and Analysis
  • 5 Result &amp
  • Discussion
  • 6 Conclusion
  • References
  • Physically-Based Regional Landslide Forecasting Modelling: Model Set-up and Validation
  • 1 Introduction
  • 2 HIRESSS Model and Study Are a
  • 2.1 HIRESSS Model
  • 2.2 Study Area
  • 3 Data Collection and Preparation
  • 3.1 Static Data
  • 3.2 Dynamic Data
  • 4 HIRESSS Simulation and Analysis of the Results
  • 4.1 Monte Carlo Simulations
  • 4.2 Analysis of the Model Output and Validation
  • 5 Conclusion
  • References
  • Consequence: Frequency Matrix as a Tool to Assess Landslides Risk
  • 1 Introduction
  • 2 The Main Principle of Matrix Use
  • 3 The Conceptual Background
  • 4 Example of Risk Matrix
  • 5 Issues Linked to the Use of Matrix
  • 5.1 Scale and Verbal Terms
  • 5.1.1 The Classes of Consequences and Frequency or Probability.
  • 5.2 Setting the Risk Limits for Risk Matrix and F-N Curves
  • 5.3 Uncertainty
  • 5.4 Risk Reduction
  • 5.5 Representing the Cascading Effect
  • 5.6 Adding Dimensions
  • 5.7 Cumulative Versus Non-cumulative Scale
  • 5.7.1 An Example Ambiguous Use of Matrix
  • 6 Summaries of the Recommendations
  • 7 Example of Integration of Assessment for all Classes
  • 8 Method
  • 8.1 The Belonging to a Class and its Uncertainty
  • 8.2 Classes Definitions
  • 8.3 The Expert Assessment for a Specific Event
  • 8.4 The Matrix Construction
  • 8.5 The Example of a Particular Unstable Mass of Pont Bourquin Landslide
  • 8.5.1 Landslide Settings
  • 8.5.2 The Classes and Scales
  • 8.5.3 Setting the Prior Probabilities
  • 8.5.4 Results
  • 9 Discussion and Conclusion
  • References
  • Do not Let Your Guard Down: Landslide Exposure and Local Awareness in Mexico
  • 1 Introduction
  • 2 Landslide Exposure and Awareness
  • 3 Studied Area
  • 4 Methodology
  • 4.1 Aerial Survey Using UAVs
  • 4.2 Expansion of the Urban Area
  • 4.3 Rainfall Series
  • 5 Results
  • 6 Concluding Remarks
  • References
  • Landslides in Higher Education Curricula and Beyond
  • 1 Introduction
  • 1.1 General Views on Higher Education
  • 1.2 The Focus of this Article
  • 2 Materials and Methods
  • 3 Results and Discussion
  • 3.1 Background Studies on Landslides and Study Programmes
  • 3.2 Academic Programmes in Disaster Risk Management
  • 3.3 University Study Programs in Disaster Risk Reduction &amp
  • Management
  • 3.4 Selected Summer Schools on Landslides
  • 3.5 Landslide-Related Capacity Building Examples
  • 3.6 Case 1: The International School on Landslide Risk Assessment and Mitigation (LARAM)
  • 3.7 Case 2: Kokomerem Summer School on Rockslides and Related Phenomena in the Kokomeren River Valley (Kyrgyzstan)
  • 3.8 Case 3: The International Research Association on Large Landslides (iRALL) School.
  • 3.9 Case 4: ICL Landslide School Network
  • 3.10 Case 5: ICL Landslide Teaching Tools
  • 3.11 Case 6: ICL/IPL World Report on Landslides
  • 3.12 Case 7: UNDRR PreventionWeb Platform
  • 3.13 Case 8: United States Geological Survey (USGS) Web Sources
  • 3.14 Case 9: NASA Models and Datasets
  • 3.15 Case 10: The Landslide Blog in AGU Blogosphere
  • 3.16 Case 11: BeSafeNet Platform
  • 3.17 Case 12: The International Society for Rock Mechanics and Rock Engineering (ISRM) Course
  • 3.18 Case 13: The LARIMIT Portal
  • 3.19 Case 14: Humanitarian Library
  • 3.20 Case 15: The VISUS Methodology
  • 3.21 Case 16: The Twinkl Platform
  • 4 Conclusions
  • References
  • Community Scale Landslide Resilience: A Citizen-Science Approach
  • 1 Introduction
  • 2 Related Works
  • 2.1 Review of the Existing Citizen Science Approach
  • 3 Citizen Science Approach
  • 3.1 Requirements, Solutions, and Dimension of Landslide Resilience
  • 4 Operationalization of the Citizen-Science Approach
  • 4.1 Framework: Involving Citizens in Building Community-Scale Landslide Resilience
  • 4.2 Pre-Disaster Measures
  • 4.3 During-Disaster Measures
  • 4.4 Post-Disaster Measures
  • 5 Tools for Operationalization
  • 5.1 Community Engagement
  • 5.2 Social Media Data Analysis
  • 5.3 AmritaKripa Mobile App
  • 5.4 Landslide Tracker Mobile App
  • 6 Case Study: Implementation of Framework
  • 7 Discussion
  • 7.1 Practical Challenges &amp
  • Implementation Gaps
  • 8 Conclusion
  • References
  • Remedial Measures Impact on Slope Stability and Landslide Occurrence in Small-Scale Slope Physical Model in 1 g Conditions
  • 1 Introduction
  • 2 Material and Methods
  • 2.1 Physical Model
  • 2.2 Soil Material Properties
  • 2.3 Monitoring Equipment
  • 2.4 Rainfall Simulator
  • 2.5 Remedial Structures
  • 3 Construction of Slope Models
  • 3.1 Construction of Slope Models without Remedial Measure.
  • 3.2 Construction of Slope Model with Installation of Gravity Wall
  • 3.3 Construction of Slope Model with Installation of Gabion Wall
  • 3.4 Construction of Slope Model with Installation of Pile Wall
  • 4 Testing and Results
  • 4.1 Testing of Slope Models without Remedial Measures
  • 4.2 Testing of Slope Model with Gravity Retaining Wall
  • 4.3 Testing of Slope Model with Gabion Wall
  • 4.4 Testing of Slope Model with Pile Wall
  • 5 Discussion and Conclusions
  • References
  • Surficial Geology and Geomorphology of the North Slide, Thompson River Valley, British Columbia, Canada: Application of Fundam...
  • 1 Introduction
  • 1.1 Generalized Climate and Hydrology at North Slide
  • 1.2 Historical Change Detection at North Slide
  • 1.3 Baseline Geological Conditions at the North Slide
  • 2 Methods and Observational Results
  • 2.1 Terrain and Hydrogeological Mapping
  • 2.1.1 Benchmarked Satellite Image Interpretation
  • 2.1.2 Benchmarked UAV Orthomosaic Interpretation
  • 2.2 Field Observations of Earth Material Textures, Porosity Variations, and Slope Failure in Terrain Units
  • 2.2.1 Bedrock and Undifferentiated Weathered Lag (Unit 1
  • R, R-R)
  • 2.2.2 Glaciolacustrine Sediments (Unit 2
  • GLb)
  • 2.2.3 Glaciofluvial and Ice-Contact Sediments (Unit 3
  • GFb)
  • 2.2.4 Ground Moraine (Unit 4
  • Tv, Tb, Tb-V, Td)
  • 2.2.5 Glaciolacustrine and Glaciofluvial Sediments (Unit 5
  • GLt, GFt)
  • 2.2.6 Alluvial Sediments (Unit 6
  • Ap, at, Af)
  • 2.2.7 Colluvial Sediments (Unit 7
  • Cv, Cz, Cz-F)
  • 2.2.8 Anthropogenic Deposits (Unit 8
  • Hb)
  • 3 Discussion: Fundamental Geoscience Applied to Geospatial Monitoring Results
  • 3.1 Hydrogeological Controls on Ancient Landslide Activity
  • 3.2 Hydrogeological Controls on Historical Landslide Activity
  • 3.3 Hydrogeological Controls on Recent Landslide Activity.
  • 3.4 Projecting Future Landslide Activity and Consequences.

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