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A DEM-based study of the disturbance in dry sandy ground caused by EPB shield tunneling

Tunnelling and underground space technology, 2020-07, Vol.101, p.103410, Article 103410

2020

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A Combined Support System Associated with the Segmental Lining in a Jointed Rock Mass: The Case of the Inclined Shaft Tunnel at the Bulianta Coal Mine

Rock mechanics and rock engineering, 2020-06, Vol.53 (6), p.2653-2669

2020

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Viscoelastic Burger's model for tunnels supported with tangentially yielding liner

Journal of Rock Mechanics and Geotechnical Engineering, 2023-04, Vol.15 (4), p.826-837

2023

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Fracture evolution of transversely isotropic rocks with a pre-existing flaw under compression tests based on moment tensor analysis

Acta geotechnica, 2022, Vol.17 (1), p.169-203

2022

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Analysis of the behaviour of a novel support system in an anisotropically jointed rock mass

Tunnelling and underground space technology, 2019-01, Vol.83 (C), p.113-134

2019

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Heterogeneities of grain boundary contact for simulation of laboratory-scale mechanical behavior of granitic rocks

Journal of Rock Mechanics and Geotechnical Engineering, 2024-07, Vol.16 (7), p.2629-2644

2024

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Numerical study on the tunnel stability in granular soil using DEM virtual air bag model

Acta geotechnica, 2021-10, Vol.16 (10), p.3285-3300

2021

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Time-dependent behavior and permeability evolution of limestone under hydro-mechanical coupling

Journal of mountain science, 2024, Vol.21 (5), p.1697-1714

2024

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Experimental Analysis of Shield TBM Tunnel Lining Mechanical Behaviour in an Anisotropically-Jointed Rock Mass

KSCE Journal of Civil Engineering, 2019, 23(6), , pp.2733-2745

2019

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A Modified Expanded Clay as a Yielding Material in Deep Mechanized Tunnel Boring

KSCE Journal of Civil Engineering, 2019, 23(7), , pp.3228-3238

2019

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Analytical model for deep tunnel with an adaptive support system in a viscoelastic-burger's rock

Transportation Geotechnics, 2022-07, Vol.35, p.100775, Article 100775

2022

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Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil

Journal of geotechnical and geoenvironmental engineering, 2020-10, Vol.146 (10)

2020

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Effects of polypyrrole coated rebar on corrosion behavior of tunnel lining with the combination effect of sustained loading and pre-existing cracks when exposed to chlorides

Construction & building materials, 2019-10, Vol.221, p.318-331

2019

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Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model

Soils and foundations, 2021-12, Vol.61 (6), p.1500-1528

2021

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Laboratory experiments and discrete element modeling on the surface failure induced by EPB tunneling: The effects of cutterhead open ratio and relative tunneling depth

Engineering failure analysis, 2022-12, Vol.142, p.106731, Article 106731

2022

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Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process

International journal of geomechanics, 2021-06, Vol.21 (6)

2021

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Analysis of ground settlement induced by Earth pressure balance shield tunneling in sandy soils with different water contents

Sustainable cities and society, 2019-02, Vol.45, p.296-306

2019

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Full scale tests and a progressive failure model to simulate full mechanical behavior of concrete tunnel segmental lining joints

Tunnelling and underground space technology, 2021-04, Vol.110, p.103834, Article 103834

2021

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Face failure of EPB shield tunnels in dry dense sand: a model test and DEM study

Canadian geotechnical journal, 2024-09, Vol.61 (9), p.1832-1856

2024

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Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils

International journal of geomechanics, 2021-05, Vol.21 (5)

2021

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Grain-Size Distribution Effects on the Mechanical Behavior of Granular Soil in Response to EPBS Tunneling

International journal of geomechanics, 2022-12, Vol.22 (12)

2022

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Effective dewatering and resourceful utilization of high-viscosity waste slurry through magnetic flocculation

Construction & building materials, 2024-04, Vol.425, p.136014, Article 136014

2024

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Evaluation of segmental lining response during shield tunnel construction based on field measurements and 3D FEM simulation

Transportation Geotechnics, 2024-01, Vol.44, p.101135, Article 101135

2024

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Response of sandy soil to the volume losses at the tunnel face level

Soils and foundations, 2021-10, Vol.61 (5), p.1399-1418

2021

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Experimental study on the long-term behaviors of spray-applied acrylate waterproofing membrane for tunnels exposed to aggressive ions

Construction & building materials, 2020-10, Vol.258, p.119603, Article 119603

2020

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A DEM-based study of the disturbance in dry sandy ground caused by EPB shield tunneling

A Combined Support System Associated with the Segmental Lining in a Jointed Rock Mass: The Case of the Inclined Shaft Tunnel at the Bulianta Coal Mine

Viscoelastic Burger's model for tunnels supported with tangentially yielding liner

Fracture evolution of transversely isotropic rocks with a pre-existing flaw under compression tests based on moment tensor analysis

Analysis of the behaviour of a novel support system in an anisotropically jointed rock mass

Heterogeneities of grain boundary contact for simulation of laboratory-scale mechanical behavior of granitic rocks

Numerical study on the tunnel stability in granular soil using DEM virtual air bag model

Time-dependent behavior and permeability evolution of limestone under hydro-mechanical coupling

Experimental Analysis of Shield TBM Tunnel Lining Mechanical Behaviour in an Anisotropically-Jointed Rock Mass

A Modified Expanded Clay as a Yielding Material in Deep Mechanized Tunnel Boring

Analytical model for deep tunnel with an adaptive support system in a viscoelastic-burger's rock

Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil

Effects of polypyrrole coated rebar on corrosion behavior of tunnel lining with the combination effect of sustained loading and pre-existing cracks when exposed to chlorides

Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model

Laboratory experiments and discrete element modeling on the surface failure induced by EPB tunneling: The effects of cutterhead open ratio and relative tunneling depth

Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process

Analysis of ground settlement induced by Earth pressure balance shield tunneling in sandy soils with different water contents

Full scale tests and a progressive failure model to simulate full mechanical behavior of concrete tunnel segmental lining joints

Face failure of EPB shield tunnels in dry dense sand: a model test and DEM study

Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils

Grain-Size Distribution Effects on the Mechanical Behavior of Granular Soil in Response to EPBS Tunneling

Effective dewatering and resourceful utilization of high-viscosity waste slurry through magnetic flocculation

Evaluation of segmental lining response during shield tunnel construction based on field measurements and 3D FEM simulation

Response of sandy soil to the volume losses at the tunnel face level

Experimental study on the long-term behaviors of spray-applied acrylate waterproofing membrane for tunnels exposed to aggressive ions

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