Figures
1. Luo, H., Xing, A., Jin, K. et al. Discrete Element Modeling of the Nayong Rock Avalanche, Guizhou, China Constrained by Dynamic Parameters from Seismic Signal Inversion. Rock Mech Rock Eng (2021). https://doi.org/10.1007/s00603-021-02363-9
2. He, Y., Nie, L., Lv, Y. et al. The study of rockfall trajectory and kinetic energy distribution based on numerical simulations. Nat Hazards 106, 213–233 (2021). https://doi.org/10.1007/s11069-020-04457-z
Cases that show how the rock block fails to reach the slope foot
3. Qin, Y., Liu, C., Zhang, X. et al. A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary. Sci Rep 11, 4753 (2021). https://doi.org/10.1038/s41598-021-84224-7
Te stress feld and slipping frictional heat feld at strain 8.5% under 2 MPa confning pressure: (a) stress feld; (b) slipping frictional heat feld.
4. Jing, H., Gou, M,, Song, L. Discrete Element Simulation of Bending Deformation of Geogrid-Reinforced Macadam Base. Technical Gazette 28(1): 230-239(2021).https://doi.org/10.17559/TV-20200623155019
Vertical strain nephogram of macadam base pavement structure
5. Chen, Z., Song, D. Numerical investigation of the recent Chenhecun landslide (Gansu, China) using the discrete element method. Nat Hazards 105, 717–733 (2021). https://doi.org/10.1007/s11069-020-04333-w
Heat changes in the landslide at diferent time instants