Show source-provided references
3. Characteristics and emergency mitigation of the 2018 laochang landslide in tianquan county, sichuan province, China
10.1038/s41598-021-81337-x ↗5. The September 16, 2017, Linjiabang landslide in Wanyuan County, China: Preliminary investigation and emergency mitigation
10.1007/s10346-019-01309-1 ↗9. Preliminary investigation of some large landslides triggered by the 2008 Wenchuan earthquake, Sichuan province, China
10.1007/s10346-009-0141-z ↗12. Energy-Based Analysis of Mechanisms of Earthquake-Induced Landslide Using Hilbert–Huang Transform and Marginal Spectrum
10.1007/s00603-017-1245-8 ↗14. Energy-based analysis of seismic failure mechanism of a rock slope with discontinuities using Hilbert-Huang transform and marginal spectrum in the time-frequency domain
10.1007/s10346-020-01491-7 ↗15. Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountainous Area in Southern Anhui, China
10.1007/s12205-020-0831-6 ↗19. Seismic cumulative failure effects on a reservoir bank slope with a complex geological structure considering plastic deformation characteristics using shaking table tests
10.1016/j.enggeo.2021.106085 ↗20. Failure modes of bedding rock cutting slope and design countermeasures
21. Wang, Q. (2010). Study on the Deformation Characteristics and failure mechanism of Bedding Rock Slope under Earthquake. [Ph.D. Thesis, Jinlin University]. (In Chinese).
22. Assessing the influence of a rapid water drawdown on the seismic response characteristics of a reservoir rock slope using time–frequency analysis
10.1007/s11440-020-01094-5 ↗24. Dynamic failure mode and energy-based identification method for a counter-bedding rock slope with weak intercalated layers
10.1007/s11629-015-3662-z ↗28. Response of high-strength rock slope to seismic waves in a shaking table test
10.1785/0120130055 ↗31. Natural frequency characteristics of rock masses containing a complex geological structure and their effects on the dynamic stability of slopes
10.1007/s00603-019-01885-7 ↗33. Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method
10.1016/j.soildyn.2020.106112 ↗35. Approximate incremental dynamic analysis using the modal pushover analysis procedure
10.1002/eqe.605 ↗36. Hoek, E., Carter, T.G., and Diederichs, M.S. (2013, January 23–26). Quantification of the Geological Strength Index chart. Proceedings of the 47th US Rock Mechanics/Geomechanics Symposium, San Francisco, CA, USA. ARMA 13-672.
37. Dynamic response of slopes under earthquakes and influence of ground motion parameters
38. Seismic-wave strain, rotation, and gradiometry for the 4 March 2008 TAIGER explosions
10.1785/0120080200 ↗39. Slope stability analysis by strength reduction FEM
40. Zhou, K., Li, Y., Wang, C., and Li, C. (2015, January 14–15). Non-circular Gear Modal Analysis Based on ABAQUS. Proceedings of the 2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA), Nanchang, China.