12 citations as recorded by crossref.

1. Analysis of tangential contact boundary value problems using potential functions A. Taylor & J. Chung 10.1098/rsos.182106
2. Mobility forecast of gravel-silty clay landslide using ring shear test and discrete element method in Shaziba, southwestern Hubei Province, China Y. Sheng et al. 10.1007/s10064-024-03983-5
3. Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods Y. Cheng & N. Li 10.1061/(ASCE)GM.1943-5622.0001009
4. Study on Instability Process of Slag Landfills: Example of the Subgrade Landslide on Fuxin Nanhuan Road in Liaoning, China A. Wang et al. 10.1061/JPCFEV.CFENG-4217
5. Feasibility study of strain based stability evaluation of locally loaded slopes: Insights from physical and numerical modeling H. Zhu et al. 10.1016/j.enggeo.2016.04.019
6. Interferometric Synthetic Aperture Radar (InSAR) and field‐based observations of rainfall‐triggered landslides from the November 2021 storm, Gisborne/Tairāwhiti, New Zealand M. Cook et al. 10.1111/nzg.12373
7. Numerical Analysis of Surcharge Effect on Stability and Interaction Mechanism of Slope-Pile-Footing System C. Xu et al. 10.1007/s12583-023-1866-7
8. Numerical investigation of landslide kinetics for the recent Mabian landslide (Sichuan, China) J. Wei et al. 10.1007/s10346-019-01237-0
9. Numerical investigation on the sliding process and deposit feature of an earthquake-induced landslide: a case study H. Wang et al. 10.1007/s10346-020-01446-y
10. Effect of Loading Rate on Sand Pile Failure: 2D DEM Simulation M. Khanal et al. 10.1007/s10706-016-0142-3
11. Three-dimensional slope stability problem with a surcharge load Y. Cheng et al. 10.5194/nhess-15-2227-2015
12. Analysis of a Nailed Soil Slope Using Limit Equilibrium and Finite Element Methods S. Rawat & A. Gupta 10.1007/s40891-016-0076-0