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  1. No Access

    Article

    Shaking table test of composite foundation reinforcement of saturated silty soil for high speed railway

    Three shaking table model tests were conducted with a geometrical scale of 1:10 using a large-scale laminar shear box to investigate the reinforcement effects of compacted gravel column-net composite foundatio...

    Guanlu Jiang, **anfeng Liu, Jianwen Zhang… in Frontiers of Architecture and Civil Engine… (2007)

  2. No Access

    Article

    Lateral Behavior of Piled Bridge Foundation and Stabilizing Piles on Steep Slope

    For bridge engineering on steep slope, where the deformation of piled bridge foundation is strictly controlled, stabilizing piles are sometimes installed to minimize the soil shear deformation around the bridg...

    Zhengdao Fu, Guanlu Jiang, Shengyang Yuan, Anhong Li in KSCE Journal of Civil Engineering (2019)

  3. No Access

    Article

    Investigation of the Influence of Foundation Deformability on Reinforced Soil Retaining Walls Using Centrifuge Model Tests

    Two reinforced soil retaining walls with full-height rigid facing were modeled in a centrifuge. One model wall was constructed on a sand foundation with a relative density of 90%, and the other was constructed...

    Peng Xu, Guanlu Jiang in Soil Mechanics and Foundation Engineering (2020)