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    Study on the Effect of Flexible Layer on Support Structures of Tunnel Excavated in Viscoelastic Rocks 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 010
    Author(s): Kui Wu; Zhushan Shao
    Publisher: American Society of Civil Engineers
    Abstract: Support is one of the most important aspects that contribute to long-term stability and tunnel safety. Lining cracking and even failure often occur during tunneling construction, especially for soft rock tunnels. To address ...
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    Experimental Study of the Heating Potential of Mortar-Aggregate under Microwave Irradiation 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007:;page 04021153-1
    Author(s): Wenwen Chen; Zhushan Shao; Wei Wei
    Publisher: ASCE
    Abstract: Microwave heating is a novel and promising method to remove mortar that adheres to aggregates in recycled concrete. A systematic experiment was carried out to evaluate the heating results of mortar-aggregate composite ...
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    Determination of Deformation Mechanism and Countermeasures in Silty Clay Tunnel 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 001
    Author(s): Kui Wu; Zhushan Shao; Su Qin; Boxiao Li
    Publisher: ASCE
    Abstract: Deformation control and stability analysis are very important for tunnel construction. Large deformations of the constructed primary support accompanied by lining cracking and spalling occurred in the Dongxishan Tunnel ...
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    Analytical Approach to Estimating the Influence of Shotcrete Hardening Property on Tunnel Response 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 001:;page 04021127
    Author(s): Kui Wu; Zhushan Shao; Mostafa Sharifzadeh; Zhaofei Chu; Su Qin
    Publisher: ASCE
    Abstract: Ignoring the shotcrete hardening property in tunnel design may lead to an overestimation of the bearing capacity of shotcrete liners and underestimation of tunnel convergence. However, accounting for this nonlinear hardening ...
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    Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 010:;page 04021179-1
    Author(s): Nannan Zhao; Zhushan Shao; Kui Wu; Zhaofei Chu; Su Qin
    Publisher: ASCE
    Abstract: During deep excavation in weak rock masses, the time-dependent deformation of the rock and longitudinal advancement process have significant influences on the tunnel performance. Accordingly, a combined support system ...
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    Analytical Model for Soft Rock Tunnel with Large Deformation Using Stiff and Yielding Lining Solutions 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 011:;page 04023207-1
    Author(s): Kui Wu; Mostafa Sharifzadeh; Zhushan Shao; Xiaomeng Zheng; Nannan Zhao; Yuezong Yang
    Publisher: ASCE
    Abstract: The mechanical responses of tunnels with stiff and yielding linings were predicted using an analytical method. A theoretical model of a stiff lining-supported tunnel was established, which considered the effects of tunnel ...
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