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    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)

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    Performance of composite foundations with different load transfer platforms and substratum stiffness over silty clay

    The semi-rigid pile-supported composite foundation is widely used in highway projects due to its effectiveness in increasing the bearing capacity and stability of foundations. It is crucial to understand the s...

    Shuming Zhang, Yan Liu, Shengyang Yuan, **anfeng Liu in Journal of Mountain Science (2024)

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    Dynamic response and failure process of horizontal-layered fractured structure rock slope under strong earthquake

    Rock slope with horizontal-layered fractured structure (HLFS) has high stability in its natural state. However, a strong earthquake can induce rock fissure expansion, ultimately leading to slope failure. In th...

    Tong Wang, **anfeng Liu, Zhaoxu Hou, Jiahang Xu, Jun Zhang in Journal of Mountain Science (2024)

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    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)

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    Effect of High Temperature on Mineralogy, Microstructure, Shear Stiffness and Tensile Strength of Two Australian Mudstones

    This study aims at providing quality experimental data on the effects of temperature on tensile strength and small strain shear stiffness of two Australian mudstones. The objective is to provide multiscale dat...

    **anfeng Liu, Chonglei Zhang, Shengyang Yuan in Rock Mechanics and Rock Engineering (2016)

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    Multi-scale characterization of swelling behaviour of compacted Maryland clay

    This paper presents a comprehensive experimental investigation on time-dependent swelling behaviour at both macroscale and microscale of a natural Australian expansive soil in compacted state. A number of one-...

    Shengyang Yuan, **anfeng Liu, Scott William Sloan, Olivier Pierre Buzzi in Acta Geotechnica (2016)

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    Changes in Mineralogy, Microstructure, Compressive Strength and Intrinsic Permeability of Two Sedimentary Rocks Subjected to High-Temperature Heating

    This study falls in the context of underground coal fires where burning coal can elevate the temperature of a rock mass in excess of 1000°. The objective of the research is to experimentally characterize the c...

    **anfeng Liu, Shengyang Yuan, Yannick Sieffert in Rock Mechanics and Rock Engineering (2016)