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    Soil–Geogrid Interaction at Various Influencing Factors by Pullout Tests with Applications of FBG Sensors 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001
    Author(s): Han-Lin Wang; Ren-Peng Chen; Qi-Wei Liu; Xin Kang; Yan-Wei Wang
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of soil–geogrid interaction is a dominant factor in the long-term performance of geogrid-reinforced earth structures. This study investigates the interaction of sandy soil and the embedded geogrid by pullout ...
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    Effect of Particle Shape on Soil Arching in the Pile-Supported Embankment by 3D Discrete-Element Method Simulation 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022027
    Author(s): Qi-Wei Liu; Ren-Peng Chen; Han-Lin Wang; Zhen-Yu Yin; Huai-Na Wu
    Publisher: ASCE
    Abstract: The particle shape plays an important role in controlling the behavior of granular material, thus needing to be considered in the formation and evolution of soil arching in the pile-supported embankment. Based on the ...
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    Interaction between Adjacent Soil-Arching Effect in Homogeneous Clay and the Corresponding Stability Analysis of Underground Voids: Insights from Trapdoor Modeling 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008:;page 04025144-1
    Author(s): Xiang-Shen Fu; Han-Lin Wang; Ren-Peng Chen; Xiong-Ying Ma; Fan-yan Meng; Qi-Wei Liu
    Publisher: American Society of Civil Engineers
    Abstract: Nature- and human-induced underground voids appear frequently, posing threats to the performance and stability of infrastructures. The interaction between underground voids in clay lacks attention. This study employed the ...
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