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

• 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)

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.