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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

    Cyclic degradation and non-coaxiality of soft clay subjected to pure rotation of principal stress directions

    Foundation soils are often under non-proportional cyclic loadings. The deformation behaviour and the mechanism of non-coaxiality under continuous pure principal stress rotation for clays are not clearly inves...

    Jian-Gu Qian, Zi-Bo Du, Zhen-Yu Yin in Acta Geotechnica (2018)