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7 Result(s)

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  1. No Access

    Article

    Dynamic response and failure characteristics of a slope with bedrock subjected to earthquakes and rainfall in shaking table tests

    In this study, shaking table tests were conducted to investigate the seismic response and failure characteristics of a slope with bedrock subjected to earthquakes and rainfall. Group 1 was subjected to earthqu...

    Haizhou Feng, Guanlu Jiang, Zilei He… in Bulletin of Engineering Geology and the En… (2024)

  2. No Access

    Article

    Experimental study on seismic reinforcement of bridge foundation on silty clay landslide with inclined interlayer

    A shaking table test for a bridge foundation reinforced by anti-slide piles on a silty clay landslide model with an inclined interlayer was performed. The deformation characteristics of the bridge foundation p...

    Da Lei, Hanmo **ao, Jianhua Ran, Bin Luo… in Earthquake Engineering and Engineering Vib… (2024)

  3. No Access

    Article

    Seismic behaviour of sandy cutting slope in large-scale shaking table test

    Large-scale shaking table tests were conducted to reveal the seismic instability mechanism of a sandy cutting slope under strong seismic action during the construction of the Sichuan‒Tibet railway. The input p...

    Chonglei Zhang, Lijun Su, Guanlu Jiang… in Bulletin of Engineering Geology and the En… (2023)

  4. No Access

    Article

    Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study

    This study aimed to illustrate the seismic response and instability process of a double-row anti-slide pile-reinforced bridge foundation and gravel landslide. Selecting the gravel slope of Jiuzhai Valley along...

    Chonglei Zhang, Guanlu Jiang, Da Lei… in Bulletin of Engineering Geology and the En… (2021)

  5. No Access

    Article

    Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment

    A good estimation of additional stress of a bridge approach foundation overlying embankment is of great importance in order to accurately calculate the differential settlements of foundation due to the axisymm...

    Lijun Wu, Guanlu Jiang, **anfeng Liu in Geotechnical and Geological Engineering (2020)

  6. No Access

    Article

    Large-scale shaking table model test on seismic performance of bridge-pile-foundation slope with anti-sliding piles: a case study

    This study aimed to illustrate the seismic performances of anti-slide pile-reinforced bridge foundations in landslides. Based on the anti-slide reinforcement project at Yousuotun along the Chengdu-Lanzhou high...

    Chonglei Zhang, Guanlu Jiang, Lijun Su… in Bulletin of Engineering Geology and the En… (2020)

  7. 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)