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    Analytical Solution of Terzaghi’s Ground Arch Model for Loads on Circular Tunnels 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024279-1
    Author(s): Xiaohu Cheng; Ming Xu; Chuan He
    Publisher: American Society of Civil Engineers
    Abstract: To date, the important problem of Terzaghi’s ground arch model in 1946 has not been solved for loads on circular tunnels. This study comprehensively presented a general analytical solution of Terzaghi’s ground arch model ...
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    Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Xiongyu Hu; Chuan He; Gabriel Walton; Yong Fang; Guanghui Dai
    Publisher: ASCE
    Abstract: Model tests and field measurements were carried out to study the mechanical behavior of cobble-rich soil in response to shield tunneling. In particular, an experimental investigation was carried out using a laboratory-scale ...
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    Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 006:;page 04021074-1
    Author(s): Xiongyu Hu; Chuan He; Gabriel Walton; Yong Fang
    Publisher: ASCE
    Abstract: The support pressure at the tunnel face of earth pressure balance (EPB) shield machines is usually assumed to be uniform from the crown to the invert, which is a notable simplification of reality. In this study, the effects ...
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    In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006:;page 04022064
    Author(s): Zihan Zhou; Ziquan Chen; Chuan He; Wei Meng; Fangyin Wu; Hao Kou; Jian Yan
    Publisher: ASCE
    Abstract: Investigating the in situ stress field is one of the primary tasks of the tunnel disaster prevention and design stage in a high geostress environment with a strength–stress ratio lower than four. Due to the limited measured ...
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    Grain-Size Distribution Effects on the Mechanical Behavior of Granular Soil in Response to EPBS Tunneling 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022229
    Author(s): Xiongyu Hu; Chuan He; Wei Fu; Yong Fang
    Publisher: ASCE
    Abstract: A set of model tests using a miniature Earth Pressure Balanced Shield (EPBS) machine are carried out to examine the effects of grain-size distribution on the mechanical behavior of granular soil in response to EPBS tunneling. ...
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    A Solution Method for Tunnel Supporting Structure System Incorporating the Active Control of Surrounding Rock Deformation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023243-1
    Author(s): Zihan Zhou; Ziquan Chen; Chuan He; Changwei Jiang; Tiansheng Li
    Publisher: ASCE
    Abstract: With the continuous deepening that humans exploit underground space, tunnel engineering passing through sensitive strata, e.g., ultralarge buried depth, high water pressure, and active faults, has become more frequent. ...
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    Construction Schemes for Shallow and Asymmetrically Loaded Tunnels Crossing Below a Bridge 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Fei Chen; Chuan He; Xun Li; Bo Wang
    Publisher: ASCE
    Abstract: With the development of infrastructure, new tunnel crossings below existing bridges are becoming increasingly common. This paper presents a case history of a shallow, double-line tunnel crossing below a bridge on a hillslope ...
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    Longitudinal Seismic Response of a Shield Tunnel Considering Longitudinal Bolt Prestress under Transverse Excitation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003:;page 04024011-1
    Author(s): Xiangyu Guo; Ping Geng; Zhe Xu; Rui Tang; Chuan He; Qipeng Cai
    Publisher: ASCE
    Abstract: A shield tunnel is an assembled structure that is composed of segments and connecting bolts, and its longitudinal seismic response needs to be investigated. Bolt prestress is a common measure for shield tunnels, and ...
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    Laboratory Test of EPB Shield Tunneling in Mixed-Face Conditions 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021161-1
    Author(s): Xiongyu Hu; Jun Wang; Wei Fu; J. Woody Ju; Chuan He; Yong Fang
    Publisher: ASCE
    Abstract: Field measurements and laboratory tests were carried out to study the mechanical behaviors of soil in response to earth pressure balance (EPB) shield tunneling in mixed-face conditions, i.e., layers of granite and sand. ...
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