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    Investigating the Effect of Dilatancy Angle and Cohesion on Particle Motion Characteristics Using the SPH Method 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024296-1
    Author(s): Liping Liao; Long Chen; Yunchuan Yang; Shaokun Ma
    Publisher: American Society of Civil Engineers
    Abstract: The instability process of the slope is governed by cohesion and dilatancy angle. The FEM and limit equilibrium method fail to accurately replicate the impact of cohesion and dilatancy angle on the dynamic instability of ...
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    Analysis of a Field Study on Drainage Design and Control of Water Inrushes into Hongtu Tunnel, China 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 006:;page 04024047-1
    Author(s): Pengtao An; Siyuan Wang; Ruyuan Gao; Shaokun Ma; Helin Fu
    Publisher: American Society of Civil Engineers
    Abstract: Serious water inrush accidents occur frequently in the fault-prone area around Hongtu Tunnel, which encompasses several reservoirs and large bodies of water. In this study, a field test was used to identify the water inrush ...
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    Engineering Properties and Microscopic Mechanism of Expansive Soils Improved by Biochar and Bagasse Fibers 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005:;page 04025098-1
    Author(s): Shaokun Ma; Huan Yue; Benfu He; Liping Liao; Yu Shao
    Publisher: American Society of Civil Engineers
    Abstract: The repeated expansion–contraction deformation significantly decreased the strength of expansive soils. The undesirable properties of expansive soils posed a safety threat to engineering construction. Biochar and bagasse ...
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    Numerical Modeling of the Seismically Induced Uplift Behavior of Twin Tunnels 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 001:;page 04020240
    Author(s): Gang Zheng; Pengbo Yang; Haizuo Zhou; Wenbin Zhang; Tianqi Zhang; Shaokun Ma
    Publisher: ASCE
    Abstract: During an earthquake, large movements of soil may cause the instability and uplift of buried structures in liquefied soil. Intensive studies on the uplift behavior of underground structures have mainly focused on a single ...
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