
The authors acknowledge the support of Rocscience Inc. for getting a free full educational version of RS2D (Rock-Soil two-dimensional finite-element analysis program). The authors are grateful for their support.
factor of safety (FS), open pit slope stability, critical strength reduction factor (CSRF), 600, shear strength reduction technique (SSRT)
factor of safety (FS), open pit slope stability, critical strength reduction factor (CSRF), 600, shear strength reduction technique (SSRT)
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 4 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Top 10% | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Average | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
