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    Assessment of Swelling Behavior in Thermally Treated Soil Mixtures for Use as Barrier Fillers in High-Level Radioactive Waste Repositories 

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 003:;page 04025614-1
    Author(s): Liu, Xiaoyan; Liu, Lulu; Cai, Guojun; Ren, Minhui; Tian, Hongliang
    Publisher: American Society of Civil Engineers
    Abstract: AbstractBentonite-based mixtures are promising buffer materials for high-level radioactive waste repositories, but their performance can be affected by heat from decaying nuclear waste. This study investigated the swelling ...
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    Mesoscale Investigation of Anisotropic Shear Failure Mechanisms in Cemented Soil–Rock Mixtures Using 3D DEM Approach 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008:;page 04026160-1
    Author(s): Zhao, Guangsi; Yuan, Hangdong; Ren, Minghui; Liu, Lulu; Liu, Xiaoyan
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Cemented soil–rock mixtures (CSRMs) consist of a bonded soil matrix embedded with rigid rock blocks. The shear behavior exhibits pronounced anisotropy depending on block geometry and orientation. In this study, a ...
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    Coupled Analysis Method for Asymmetrical Excavation Based on a Modified MSD Method and a Horizontal Displacement Method 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010:;page 04025231-1
    Author(s): Tu, Bingxiong; Zhao, Jinpeng; Jia, Jinqing; Xiao, Zhaoyun; Liu, Lulu; Han, Meng
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The effect of asymmetric loading on the excavation deformation and force cannot be ignored. Therefore, this paper proposes a coupled analysis method for asymmetrical excavation based on a mobilizable strength ...
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