This book is a part of ICL new book series ICL Contribution to Landslide Disaster Risk Reduction founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings:
Five keynote lectures
Recent development in physical modeling of landslides
Recent development in numerical modeling of landslides
Recent development in soil and rock testing techniques, application and analysis methods
Recent advancements in the methods of slope stability and deformation analyses
Recent development in disaster risk assessment
Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA.
Prof. Kyoji Sassa is the Founding President andthe Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004.
Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada.
Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University.
Keynote Lectures, Recent development in evaluation and application of
residual and fully softened shear strength for stability analysis of
landslides.- Oso Landslide: Failure Mechanism and Runout Analyses Numerical
Modelling for Slope Stabilizations in Modern Geotechnical Practice.- Recent
Advances in the Methods of Slope Stability and Deformation Analyses.-
Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides
on the Jinsha River in 2018.- Recent Development in Physical Modeling of
Landslides, Application of magnetic tracking system in laboratory-scale rock
avalanche model tests.- A simple physically-based distributed translational
landslide model.- Behaviour of Slope Instability using Physical and
Computational Modelling.- Centrifuge Modelling of Slope Failure due to
Groundwater during Excavation.- Effects of Relative Density in Progressive
Sliding of Tailing.- Experimental Studies on the Effect of Vegetation Density
to Change Underground Seepage Rate andStability of Slopes.- Laboratory
simulations of submarine landslide failure mechanisms.- Laboratory tests to
simulate the rainfall infiltration process of pyroclastic soils subject to
instability.- Recent Development in Numerical Modeling of Landslides, 3D
analysis of a fragmental rockfall.- 3D landslide models in VR.- A coupled
discrete element and depth-averaged model for flow-like landslide
simulations.- Advanced methods for simulating complex landslides.-
Application of Reciprocal Greens Functions on the Forecast of Submarine
Landslide Tsunamis.- Deformation characteristics with porewater pressure
development of shallow landslide triggered by rainfall infiltration.- Debris
flow simulations due to landslide dam outburst and considering effective
countermeasures.- First test results from the SMART-SED simulation tool basin
scale sediment yield model.- Hazard assessment of a rainfall-induced
deep-seated landslide in Hakha city, Myanmar.- Landslide hazard zoning
basedon the integrated simulation model (LS-Rapid).- Numerical models of
debris flows with entrainment analysis-case studies from the Republic of
Serbia.- Numerical simulation of a creeping landslide case in Japan.-
Numerical simulation of debris flows after ash fall at Mt. Fuji.- On the
progression of slope failures using inverse velocity of surface movements in
an undercut slope model.- Rainfall boundary condition in a multiphase
Material Point Method.- Response of slopes to earthquakes and
rainfall.- Reproduction of Sedimentation State during Rock Slope Failure
Using the Simplified DEM Model.- Recent Development in soil and rock testing
techniques, application and analysis methods, Analysis of shear strength
variability of ash-fall pyroclastic soils involved in flow-like landslides.-
Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils
used in Stability Analysis.- Influence of plant root asperities and
architectural traits on soil shear resistance.- Modelling ofCreep Behavior of
Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model.-
Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from
the 2016 Kumamoto earthquake.- Shearing rate effect on residual strength of
typical clay soils in ring shear test.- Simple shear tests for unsaturated
soils.- Simplest Methods of Determining Dynamic Soil Properties for Use in
Co-seismic Hazard Analysis.- The acoustic emission characteristics and shear
behaviour during granular shearing.- Recent advancements in the methods of
slope stability and deformation analyses, Prediction of deformation of
caisson type piles in opencut works and countermeasures employing early
closure method.- Slope Stability Assessment of Weak and Weathered Rocks with
BQ System.- Soil databases to assist slope stability assessments in the
Eastern Caribbean.- The Mt Gamalama instability level in generating
landslide-induced tsunami in Ternate Island, Indonesia.- Recent Development
in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive
Failure in a Clayey Glaciolacustrine Landslide.- Engineering Geological
Investigation and Slope Stability Analysis for Landslide Hazard Assessment in
Indian Himalayas.- First considerations about post 2017 wildfire erosion
response and debris flows in Susa valley (NW Italy).- Identification of
Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika
Soegijapranata Campus, Semarang, Central Java, Indonesia.- Preliminary result
of real-time landslide monitoring in the case of the hinterland of Koroka
Bela, NW Slovenia.- Quantitative risk analysis of earthquake-induced
landslides.- Role of Remote Sensing Technology in Landslide Risk Management
of Hong Kong.- The characteristics of the vegetation distribution related to
the slope failure caused by the earthquake.- Cutting-edge technologies aiming
for better outcomes of landslide disaster mitigation.
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