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    Optimization of Grouting Material for Shield Tunnel Antifloating in Full-Face Rock Stratum in Nanchang Metro Construction in China 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022009
    Author(s): Yalong Jiang; Zhenzhen Xu; Daxin Geng; Jingliang Dong; Yuqi Liao
    Publisher: ASCE
    Abstract: Grouting control is one of the key measures to reduce segment floating, to ensure safety and efficiency during shield tunnel construction. In this study, optimization of backfill synchronous grouting material for shield ...
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    Warning Index Associated with Rock Burst in Deeply Buried Tunnels 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021211-1
    Author(s): Yang Yu; Bitang Zhu; Haosen Guo; Bingrui Chen; Daxin Geng
    Publisher: ASCE
    Abstract: Rock bursts are disastrous when occurring during the construction of tunnels in a deep underground rock mass, and they occur under two key conditions: energy release from surrounding rocks; and fracture propagation. Based ...
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    Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Yufeng Shi; Jinyang Fu; Junsheng Yang; Changjie Xu; Daxin Geng
    Publisher: American Society of Civil Engineers
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    Modified Calculation Model for Segment Floating in Slurry Shield Tunnel 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021068-1
    Author(s): Daxin Geng; Yuchen Hu; Yalong Jiang; Ning Wang; Wentao Hu
    Publisher: ASCE
    Abstract: Concrete remains the most commonly used material for lining segments in shield tunnels. Extensive segment floating can easily result in segment dislocation, crack damage, and water leakage. Based on the river-crossing ...
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    DSpace software copyright © 2002-2015  DuraSpace
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