Published: Jan. 1, 2024
Language: Английский
Published: Jan. 1, 2024
Language: Английский
Journal of Geophysical Research Earth Surface, Journal Year: 2025, Volume and Issue: 130(3)
Published: March 1, 2025
Abstract Large rock avalanches are ubiquitous surface hazards on Earth and characterized by long runout distances high velocities. These extreme mobility features regarded as the key causes of catastrophic damage. Commonly, these a complicated set geological settings behaviors. Although many hypotheses have been proposed to explain this phenomenon, comprehensive explanation its is lacking. To precisely identify mechanisms large avalanches, we examined data collected from deposit Nyixoi Chongco avalanche (NCRA) (Tibetan Plateau, China). Through combination preliminary observations analyses morphology sedimentology deposits, reconstructed kinematic process recognized that formation superficial structures related mass flow emplacement dynamics driven high‐speed debris impacting liquefiable substrate. One mechanism NCRA reduction in basal layer resistance owing contraction‐induced excess pore pressure. further validate quantify mechanism, numerical simulations were conducted using multiphase model determine how deformable granular mixtures led pressure underwent liquefaction when was emplaced, demonstrating dominated behavior avalanche. The present study provides an improved method understanding processes similar avalanches.
Language: Английский
Citations
0Engineering Analysis with Boundary Elements, Journal Year: 2025, Volume and Issue: 176, P. 106242 - 106242
Published: April 2, 2025
Language: Английский
Citations
0Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 184, P. 107259 - 107259
Published: April 11, 2025
Language: Английский
Citations
0Computers and Geotechnics, Journal Year: 2024, Volume and Issue: 171, P. 106401 - 106401
Published: May 12, 2024
This paper presents a novel procedure to simulate layered construction processes with the material point method (MPM), suitable for modelling large deformations. For first time, provides MPM capability of behaviour earth structures from their until eventual post-failure in an integrated manner without requiring, as currently done, use other numerical tools simulation. In addition, proposed methodology includes option simulating engineering practice compensating settlements that occurred during construction, match designed geometry. option, typically neglected alternative methods, is implemented by filling computational elements layers become empty adding new points. The process and its implementation into open-source code are described detail. validation carried out elastic oedometric column varying number comparing it analytical solutions finite element-based results. soil embankment dry, saturated, partially saturated conditions also simulated. It shows capture excess pore water pressures may develop.
Language: Английский
Citations
2Published: Jan. 1, 2024
Language: Английский
Citations
0