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    Influence of Double-O-Tube Shield Rolling on Soil Deformation during Tunneling 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 011
    Author(s): Da Huang; Bin Zeng
    Publisher: American Society of Civil Engineers
    Abstract: One of the main disadvantages of the advanced tunneling technology of the double-O-tube (DOT) shield is unavoidable rolling of the shield machine during construction. In this study, the influence of the DOT shield rolling ...
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    Physical Model Tests and Discrete-Element Simulation of Pile and Soil Displacement Response Induced by DOT Shield Tunneling Based on Transparent Soil Technology 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 008:;page 04023124-1
    Author(s): Yucong Zhu; Bin Zeng; Siqiao Ye; Lei He; Yong Zheng; Rui Ma
    Publisher: ASCE
    Abstract: With the advantages of saving underground space, small construction impact, and saving cost, the double-O-tube (DOT) shield tunneling construction technology has been used many times in the tunnel construction of particular ...
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    Experimental Investigation of Friction-Damped Self-Centering Prestressed Concrete Beam-Column Connections with Hidden Corbels 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Linjie Huang; Zhen Zhou; Patricia M. Clayton; Bin Zeng; Jian Qiu
    Publisher: ASCE
    Abstract: This paper presents the experimental investigation of the hysteretic behavior of a self-centering prestressed concrete (SCPC) beam-to-column connection under cyclic loading. The SCPC connection utilizes unbonded posttensioned ...
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