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    Article

    Finite element prediction on the response of non-uniformly arranged pile groups considering progressive failure of pile-soil system

    A uniform arrangement of individual piles is commonly adopted in the conventional pile group foundation, and basin-shaped settlement is often observed in practice. Large differential settlement of pile groups ...

    Qian-Qing Zhang, Shan-Wei Liu, Ruo-Feng Feng… in Frontiers of Structural and Civil Engineer… (2020)

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    Article

    Evaluation of Ultimate Pullout Capacity of Anchor Cables Embedded in Rock Using a Unified Rupture Shape Model

    Anchor cables are now widely used to stabilize many kinds of geostructures in practice. However, the prediction of the anti-pullout performance of anchor cables still involves uncertainty for designer. This pa...

    Qian-qing Zhang, Ruo-feng Feng, Zhen-hao Xu… in Geotechnical and Geological Engineering (2019)