Study of critical failure surface influencing factors for loose rock slope

NHESS - Stability evaluation and potential failure process of rock slopes characterized by non-persistent fractures

9262 PDFs Review articles in FLAC

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A review of time-dependent reliability analyses of slopes: Research progress, influencing factors, and future research directions - ScienceDirect

A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis

Shuhong WANG, Northeastern University (Shenyang, China), Shenyang, NEU

Zulkifl AHMED, Research Scholar, PhD in Geotechnical engineering, Northeastern University (Shenyang, China), Shenyang, NEU, School of resource and civil engineering

Landslides: Slope stability, triggers, failure dynamics, and morphology

Seepage stability analysis of geogrid reinforced tailings dam

a) Three-dimensional topographic contour map of the Shuping landslide.