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Geosciences, Free Full-Text
Chapter 8 - GARDGuide
2.3 Landslide data
Quantitative rock-fall hazard and risk assessment for - National Park
Correlations of geotechnical monitoring data in open pit slope back-analysis -A mine case study
Study of Slope Stability Using the Bishop Slice Method: An Approach Combining Analytical and Numerical Analyses
NHESS - Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures
Implementing close-range remote surveys for the digitally supported rock mass stability analysis - ScienceDirect
Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method - ScienceDirect
River Research and Applications - TechRxiv
NHESS - Relations - Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures
Applied Sciences, Free Full-Text
NHESS - Cascade effect of rock bridge failure in planar rock slides: numerical test with a distinct element code
NHESS - Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures