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  1. No Access

    Article

    Research on a two-parameter reduction method that strictly satisfies the upper and lower limit theorem

    The traditional strength reduction method (SRM) uses a single reduction parameter to reduce the cohesion (c) and friction coefficient (tanφ) of a slope. However, this paper develops a new SRM using two different ...

    Wei Yuan, Zonghong Li, Jiandong Niu… in Bulletin of Engineering Geology and the En… (2020)

  2. No Access

    Article

    Combined support system and calculation model for deep foundation pits in fill soil areas

    In central and southern China, deep and loose unconsolidated soil means that current conventional support methods cannot simultaneously address the needs to minimize environmental disturbance and accommodate s...

    Jiandong Niu, Zewei Li, Chu Feng, Bin Wang, Kang Chen in Arabian Journal of Geosciences (2020)