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Failure Performance of 3DP Physical Twin-Tunnel Model and Corresponding Safety Factor Evaluation

Rock mechanics and rock engineering, 2021-01, Vol.54 (1), p.109-128

2021

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Anisotropic mechanical properties of quartz mica schist subjected to true triaxial compression

Environmental earth sciences, 2023-05, Vol.82 (9), p.204, Article 204

2023

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Grading opening and shearing deformation of deep outward-dip shear belts inside high slope: A case study

Engineering geology, 2019-02, Vol.250, p.113-129

2019

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Numerical back analysis method of three-dimensional in situ stress fields considering complex surface topography and variable collinearity

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2023-10, Vol.170, p.105474, Article 105474

2023

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Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley

Journal of Rock Mechanics and Geotechnical Engineering, 2021-06, Vol.13 (3), p.529-544

2021

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A three-dimensional transversely isotropic equivalent continuum model for layered rock and numerical implementation

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2024-03, Vol.175, p.105661, Article 105661

2024

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Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth

Tunnelling and underground space technology, 2021-12, Vol.118, p.104194, Article 104194

2021

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Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress

Engineering geology, 2023-01, Vol.312, p.106951, Article 106951

2023

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Failure characteristics and scale in a sandstone joint subjected to direct shear testing; experimental investigation with acoustic emission monitoring

Lithosphere, 2022-12, Vol.2022 (Special 10)

2022

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Shear testing on rock tunnel models under constant normal stress conditions

Journal of Rock Mechanics and Geotechnical Engineering, 2022-12, Vol.14 (6), p.1722-1736

2022

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A local homogenization approach for simulating the reinforcement effect of the fully grouted bolt in deep underground openings

International journal of mining science and technology, 2022-03, Vol.32 (2), p.247-259

2022

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Strength and Energy Evolution Law of Deep-Buried Granite Under Triaxial Conditions

Frontiers in environmental science, 2022-07, Vol.10

2022

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Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation

Tunnelling and underground space technology, 2015-03, Vol.47 (47), p.35-51

2015

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A simple shear strength model for interlayer shear weakness zone

Engineering geology, 2012-10, Vol.147-148, p.114-123

2012

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Stress-induced cracking performance of hard basalt in a large underground cavern based on multi-information observation

IOP conference series. Earth and environmental science, 2020-10, Vol.570 (4), p.42007

2020

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Time-Dependent Behavior of Jinping Deep Marble Taking into Account the Coupling Between Excavation Damage and High Pore Pressure

Rock mechanics and rock engineering, 2022-08, Vol.55 (8), p.4893-4912

2022

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Shear failure process of rectangular tunnel: Physical experimental test and numerical back-analysis

Theoretical and applied fracture mechanics, 2022-08, Vol.120, p.103384, Article 103384

2022

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Stress tensor similarity index based on Euclidean distance for numerical back analysis of in situ stress fields

Computers and geotechnics, 2023-07, Vol.159, p.105457, Article 105457

2023

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Time-delayed failure process of granite and its energy evolution and acoustic emission characteristics

Engineering failure analysis, 2024-03, Vol.157, p.107854, Article 107854

2024

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Mechanical response and data-driven fatigue model of interlayer soils in track-bed considering multi-factor coupling effect

Computers and geotechnics, 2023-11, Vol.163, p.105749, Article 105749

2023

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Seismic response analysis of the underground cavern group at the Yingliangbao hydropower station to the 2022 Ms 6.8 Luding earthquake

Soil dynamics and earthquake engineering (1984), 2024-01, Vol.176, p.108317, Article 108317

2024

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Investigation on the failure mechanism of hard rock cavern subjected to adjacent structural plane based on physical model experiments

Theoretical and applied fracture mechanics, 2024-06, Vol.131, p.104447, Article 104447

2024

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Simulation of cross-correlated non-Gaussian random fields for layered rock mass mechanical parameters

Computers and geotechnics, 2019-08, Vol.112, p.104-119

2019

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True triaxial stresses mobilizing dilatant fracturing and engineering failure of hard rocks

Engineering failure analysis, 2023-12, Vol.154, p.107652, Article 107652

2023

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Constitutive modeling of weak interlayer zone subject to unloading stress paths in underground excavation based on modified equivalent plastic work

Engineering failure analysis, 2024-06, Vol.160, p.108179, Article 108179

2024

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Failure Performance of 3DP Physical Twin-Tunnel Model and Corresponding Safety Factor Evaluation

Anisotropic mechanical properties of quartz mica schist subjected to true triaxial compression

Grading opening and shearing deformation of deep outward-dip shear belts inside high slope: A case study

Numerical back analysis method of three-dimensional in situ stress fields considering complex surface topography and variable collinearity

Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley

A three-dimensional transversely isotropic equivalent continuum model for layered rock and numerical implementation

Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth

Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress

Failure characteristics and scale in a sandstone joint subjected to direct shear testing; experimental investigation with acoustic emission monitoring

Shear testing on rock tunnel models under constant normal stress conditions

A local homogenization approach for simulating the reinforcement effect of the fully grouted bolt in deep underground openings

Strength and Energy Evolution Law of Deep-Buried Granite Under Triaxial Conditions

Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation

A simple shear strength model for interlayer shear weakness zone

Stress-induced cracking performance of hard basalt in a large underground cavern based on multi-information observation

Time-Dependent Behavior of Jinping Deep Marble Taking into Account the Coupling Between Excavation Damage and High Pore Pressure

Shear failure process of rectangular tunnel: Physical experimental test and numerical back-analysis

Stress tensor similarity index based on Euclidean distance for numerical back analysis of in situ stress fields

Time-delayed failure process of granite and its energy evolution and acoustic emission characteristics

Mechanical response and data-driven fatigue model of interlayer soils in track-bed considering multi-factor coupling effect

Seismic response analysis of the underground cavern group at the Yingliangbao hydropower station to the 2022 Ms 6.8 Luding earthquake

Investigation on the failure mechanism of hard rock cavern subjected to adjacent structural plane based on physical model experiments

Simulation of cross-correlated non-Gaussian random fields for layered rock mass mechanical parameters

True triaxial stresses mobilizing dilatant fracturing and engineering failure of hard rocks

Constitutive modeling of weak interlayer zone subject to unloading stress paths in underground excavation based on modified equivalent plastic work

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