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    Article

    Failure mechanism of the slope containing coarse particle enrichment zones located at the soil–rock interface under the heavy rainfall

    Internal erosion caused by seepage at the soil–rock interface with local coarse particle enrichment zones (CPEZ) is a significant factor contributing to geological disasters during rainfall events. The mechani...

    Yixiang Song, Tengyu Lv, Hong Liu, Da Huang, Dongming Gu in Environmental Earth Sciences (2024)

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    A Three-Dimensional DEM Method for Trajectory Simulations of Rockfall under Irregular-Shaped Slope Surface and Rock Blocks

    Liang Chen, Weiqian Zeng, **anbiao Wang, Yang Ye, Yunfeng Ge in Journal of Earth Science (2024)

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    Article

    Rapid Evaluation of Rock Mass Integrity of Engineering Slopes Using Three-Dimensional Laser Scanning

    Liang Chen, Yunfeng Ge, Xuming Zeng, Haiyan Wang, Changdong Li in Journal of Earth Science (2023)

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    Analytical Study of the Bolts-Grouting Reinforcement in Cylindrical Lined Tunnels Considering Seepage

    Bolts-grouting reinforcement method can reduce the water inflow and strengthen the surrounding rock in the tunnel with a quantity of water seepage. However, there are few analytical theories of this bolts-grou...

    Wenzhu Ma, Yixiang Song, Song Zhang, Dongming Gu in Rock Mechanics and Rock Engineering (2023)

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    A mathematical description for determining the orientation of a discontinuity from the digital wall image of inclined borehole

    Aiming at the fact that the previous studies on the digital wall images were only limited to the vertical boreholes, this paper proposed a mathematical method to describe a discontinuity and determine its orie...

    Da Huang, Chenying Li, Zhu Zhong, Duofeng Cen in Arabian Journal of Geosciences (2022)

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    Article

    Influence of Cyclic Wetting–Drying on the Shear Strength of Limestone with a Soft Interlayer

    Dongming Gu, Hanlong Liu, Xuecheng Gao, Da Huang in Rock Mechanics and Rock Engineering (2021)

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    Article

    Experimental Study on Failure Behaviour of Ligaments Between Strike-Inconsistent Fissure Pairs Under Uniaxial Compression

    Aiming at the fact that discontinuities in rock mass exhibit different orientations, uniaxial compression tests of resin specimens containing a strike-inconsistent fissure pair were carried out to investigate ...

    Da Huang, Zidai Yan, Zhu Zhong, Shilin Luo in Rock Mechanics and Rock Engineering (2021)

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    Article

    Investigation on Mechanical Behaviors of Sandstone with Two Preexisting Flaws under Triaxial Compression

    Triaxial compression experiments on sandstone samples with two preexisting closed non-overlap** flaws were performed to investigate the deformation and strength behaviors. Three types of preexisting closed f...

    Da Huang, Dongming Gu, Chao Yang, Runqiu Huang in Rock Mechanics and Rock Engineering (2016)