scholarly journals 3D translational landslide evolution in sensitive soils

2021 ◽  
Author(s):  
Wangcheng Zhang ◽  
Alexander M. Puzrin
Keyword(s):  
Translational Landslide ◽  
Landslide Evolution

scholarly journals Depth-Integrated Two-Phase Modeling of Two Real Cases: A Comparison between r.avaflow and GeoFlow-SPH Codes

2021 ◽  
Vol 11 (12) ◽  
pp. 5751
Author(s):  
Seyed Ali Mousavi Tayebi ◽  
Saeid Moussavi Tayyebi ◽  
Manuel Pastor
Keyword(s):  
Rock Avalanche ◽  
Two Phase ◽  
Simulation Code ◽  
Simulation Tools ◽  
Mesh Free ◽  
Particle Hydrodynamics ◽  
Landslide Evolution ◽  
Smoothed Particle ◽  
Hazard And Risk ◽  
Comparison Of The Results

Due to the growing populations in areas at high risk of natural disasters, hazard and risk assessments of landslides have attracted significant attention from researchers worldwide. In order to assess potential risks and design possible countermeasures, it is necessary to have a better understanding of this phenomenon and its mechanism. As a result, the prediction of landslide evolution using continuum dynamic modeling implemented in advanced simulation tools is becoming more important. We analyzed a depth-integrated, two-phase model implemented in two different sets of code to stimulate rapid landslides, such as debris flows and rock avalanches. The first set of code, r.avaflow, represents a GIS-based computational framework and employs the NOC-TVD numerical scheme. The second set of code, GeoFlow-SPH, is based on the mesh-free numerical method of smoothed particle hydrodynamics (SPH) with the capability of describing pore pressure’s evolution along the vertical distribution of flowing mass. Two real cases of an Acheron rock avalanche and Sham Tseng San Tsuen debris flow were used with the best fit values of geotechnical parameters obtained in the prior modeling to investigate the capabilities of the sets of code. Comparison of the results evidenced that both sets of code were capable of properly reproducing the run-out distance, deposition thickness, and deposition shape in the benchmark exercises. However, the values of maximum propagation velocities and thickness were considerably different, suggesting that using more than one set of simulation code allows us to predict more accurately the possible scenarios and design more effective countermeasures.

scholarly journals Assessment of the 2006 to 2015 Corvara landslide evolution using a UAV-derived DSM and orthophoto

2018 ◽  
pp. 1897-1902
Author(s):  
B. Thiebes ◽  
E. Tomelleri ◽  
A. Mejia-Aguilar ◽  
M. Rabanser ◽  
R. Schlögel ◽  
...  
Keyword(s):  
Landslide Evolution

Modelling the 1929 Grand Banks slump and landslide tsunami

2018 ◽  
Vol 477 (1) ◽  
pp. 315-331 ◽  
Author(s):  
Finn Løvholt ◽  
Irena Schulten ◽  
David Mosher ◽  
Carl Harbitz ◽  
Sebastian Krastel
Keyword(s):  
Large Mass ◽  
Seismic Reflection Data ◽  
Tsunami Modelling ◽  
Grand Banks ◽  
Sediment Volume ◽  
Reflection Data ◽  
Translational Landslide ◽  
New Information ◽  
Sediment Mass ◽  
Landslide Tsunami

AbstractOn 18 November 1929, an Mw 7.2 earthquake occurred south of Newfoundland, displacing >100 km3 of sediment volume that evolved into a turbidity current. The resulting tsunami was recorded across the Atlantic and caused fatalities in Newfoundland. This tsunami is attributed to sediment mass failure because no seafloor displacement due to the earthquake has been observed. No major headscarp, single evacuation area nor large mass transport deposit has been observed and it is still unclear how the tsunami was generated. There have been few previous attempts to model the tsunami and none of these match the observations. Recently acquired seismic reflection data suggest that rotational slumping of a thick sediment mass may have occurred, causing seafloor displacements up to 100 m in height. We used this new information to construct a tsunamigenic slump source and also carried out simulations assuming a translational landslide. The slump source produced sufficiently large waves to explain the high tsunami run-ups observed in Newfoundland and the translational landslide was needed to explain the long waves observed in the far field. However, more analysis is needed to derive a coherent model that more closely combines geological and geophysical observations with landslide and tsunami modelling.

scholarly journals Design and Testing of Inertial System for Landslide Displacement Distribution Measurement

Sensors ◽  
2020 ◽  
Vol 20 (24) ◽  
pp. 7154
Author(s):  
Yongquan Zhang ◽  
Huiming Tang ◽  
Guiying Lu ◽  
Yuansheng Wang ◽  
Changdong Li ◽  
...  
Keyword(s):  
Pitch Angle ◽  
Measurement Accuracy ◽  
Measurement Instrument ◽  
Deformation Monitoring ◽  
Displacement Measurement ◽  
Roll Angle ◽  
Lateral Direction ◽  
Landslide Evolution ◽  
Gravity Platform ◽  
And Control

Landslide displacement monitoring plays a fundamental role in the study of landslide evolution mechanisms, forecasting, risk assessment, prevention, and control. To fill the deficiencies of traditional instrumentation for measuring landslide displacement distributed along lateral direction, a landslide displacement measurement method based on deformation-coupled pipeline trajectory measurement is proposed, and a pipeline trajectory inertial measurement instrument is developed. The developed instrument, primarily comprised of a single shaft gyro, two axis accelerometers, and an external roller encoder, is designed as an axial half strapdown-radial half platform structure combined with a mechanical gravity platform. This structure avoids the singularity of pitch angle and roll angle and can expediently calculate a pipeline trajectory with an Eulerian transformation when obtaining several basic physical variables, e.g., the axial linear velocity, pitch angle, roll angle, and azimuth angle. Additionally, the pipeline trajectory, measured at different times, possesses the ability to reflect the displacement evolution feature of landslides. The results of prototype simulation tests imply a single measurement accuracy of a 12 cm/100 m span and a singly periodic multiple (more than five times) measurement accuracy of a 3 cm/100 m span, which meets medium-precision displacement measurement requirements for a landslide. Additionally, the finished instrument has been successfully applied to the deformation monitoring of the Majiagou I# landslide, which further verifies its feasibility and offers a reference for similar landslides.

scholarly journals Landslide Susceptibility Based on Extreme Rainfall-Induced Landslide Inventories and the Following Landslide Evolution

Water ◽  
2019 ◽  
Vol 11 (12) ◽  
pp. 2609 ◽  
Author(s):  
Chunhung Wu
Keyword(s):  
Landslide Susceptibility ◽  
Extreme Rainfall ◽  
Susceptibility Map ◽  
Typhoon Morakot ◽  
Landslide Susceptibility Map ◽  
Related Factors ◽  
Extreme Rainfall Events ◽  
River Watershed ◽  
Correct Ratio ◽  
Landslide Evolution

Landslide susceptibility assessment is crucial for mitigating and preventing landslide disasters. Most landslide susceptibility studies have focused on creating landslide susceptibility models for specific rainfall or earthquake events, but landslide susceptibility in the years after specific events are also valuable for further discussion, especially after extreme rainfall events. This research provides a new method to draw an annual landslide susceptibility map in the 5 years after Typhoon Morakot (2009) in the Chishan River watershed in Taiwan. This research establishes four landslide susceptibility models by using four methods and 12 landslide-related factors and selects the model with the optimum performance. This research analyzes landslide evolution in the 5 years after Typhoon Morakot and estimates the average landslide area different ratio (LAD) in upstream, midstream, and downstream of the Chishan River watershed. We combine landslide susceptibility with the model with the highest performance and average annual LAD to draw an annual landslide susceptibility map, and its mean correct ratio ranges from 62.5% to 73.8%.

scholarly journals Analysis of Landslide Evolution Affecting Olive Groves Using UAV and Photogrammetric Techniques

2016 ◽  
Vol 8 (10) ◽  
pp. 837 ◽  
Author(s):  
Tomás Fernández ◽  
José Pérez ◽  
Javier Cardenal ◽  
José Gómez ◽  
Carlos Colomo ◽  
...  
Keyword(s):  
Landslide Evolution ◽  
Olive Groves

scholarly journals Brief Communication: On the rapid and efficient monitoring results dissemination in landslide emergency scenarios: the Mont de La Saxe case study

2015 ◽  
Vol 15 (9) ◽  
pp. 2009-2017 ◽  
Author(s):  
D. Giordan ◽  
A. Manconi ◽  
P. Allasia ◽  
D. Bertolo
Keyword(s):  
Ad Hoc ◽  
Communication Strategy ◽  
Decision Makers ◽  
Civil Protection ◽  
Landslide Evolution ◽  
Correct Communication ◽  
Slope Instabilities ◽  
Definition Of ◽  
Emergency Scenarios

Abstract. Straightforward communication of monitoring results is of major importance in emergency scenarios relevant to large slope instabilities. Here we describe the communication strategy developed for the Mont de La Saxe rockslide threatening La Palud and Entrèves hamlets in the Courmayeur municipality (Aosta Valley, Italy). Starting from the definition of actions and needs of the landslide management team, including scientists, technicians, civil protection operators, decision makers, and politicians, we show that sharing and disseminating ad hoc information simplifies the understanding of the landslide evolution, as well as the correct communication of the level of criticality.

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