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    Article

    Potential failure mechanism of a rock slope with weak intercalated layer and the reinforcement effect evaluation

    Rock slopes with weak intercalated layer are prone to slide because of engineering disturbance or water intrusion deterioration, which poses severe threats to human life and property safety. Identifying the wa...

    Hai-Ning Liu, Su-Zhen Duan, Ting-Song Yan, Han-Dong Liu, Dong-Dong Li in Natural Hazards (2024)

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    Article

    Physical and numerical modeling on the failure mechanism of landslides with a wall-like locking section

    Landslides with a wall-like locking section can fail rapidly, resulting in a substantial loss of life and property. Clarifying the failure mechanism and evolutionary criteria of such landslides is vital for im...

    Dong-Dong Li, Han-Dong Liu, Su-zhen Duan in Bulletin of Engineering Geology and the En… (2023)