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    Chapter and Conference Paper

    Numerical Investigation on Dynamic Response of Liquefiable Soils Around Permeable Pile Under Seismic Loading

    Permeable piles have been widely adopted as a new anti-liquefaction treatment measure in the liquefiable site. The dynamic numerical analysis to study the anti-liquefaction effects of liquefiable soils around ...

    Chi Ma, Guo-**ong Mei, Jian-Gu Qian in Proceedings of the 4th International Confe… (2022)

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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)

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    Article

    Discrete numerical modeling of granular materials considering crushability

    The aim of this study is to numerically investigate the influence of particle breakage on the mechanical behavior of granular materials using a discrete element method (DEM). To enable particle crushing, non-c...

    Jian-gu Qian, Jian-bo Gu, **ao-qiang Gu, Mao-song Huang in Journal of Mountain Science (2017)