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Time-Dependent Reliability Analysis of Deep Tunnel in the Viscoelastic Burger Rock with Sequential Installation of Liners

Rock mechanics and rock engineering, 2020-03, Vol.53 (3), p.1259-1285

2020

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Closed-form solution of stress state and stability analysis of wellbore in anisotropic permeable rocks

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2019-01, Vol.113, p.11-23

2019

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Analytical poro‐elastic solution of deep lined tunnels in anisotropic rock with consideration of tunnel face advance

International journal for numerical and analytical methods in geomechanics, 2024-08, Vol.48 (12), p.3091-3118

2024

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Assessment of the influence of hydraulic and mechanical anisotropy on the fracture initiation pressure in permeable rocks using a complex potential approach

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2017-12, Vol.100, p.108-123

2017

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Closed-Form Solution and Reliability Analysis of Deep Tunnel Supported by a Concrete Liner and a Covered Compressible Layer Within the Viscoelastic Burger Rock

Rock mechanics and rock engineering, 2021-05, Vol.54 (5), p.2311-2334

2021

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Probabilistic prediction of structural failure during 3D concrete printing processes

Materials and structures, 2023-05, Vol.56 (4), Article 73

2023

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P‐ and S‐wave anisotropy to characterise and quantify damage in media: laboratory experiment using synthetic sample with aligned microcracks

Geophysical Prospecting, 2017-12, Vol.65 (S1), p.181-200

2017

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Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2022-04, Vol.152, p.105061, Article 105061

2022

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A closed-form hydro-mechanical solution for deep tunnels in elastic anisotropic rock

European journal of environmental and civil engineering, 2018-12, Vol.22 (12), p.1429-1445

2018

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Time-Dependent Behavior of Callovo-Oxfordian Claystone for Nuclear Waste Disposal: Uncertainty Quantification from In-Situ Convergence Measurements

Sustainability, 2022-07, Vol.14 (14), p.8465

2022

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Kriging-based reliability analysis of the long-term stability of a deep drift constructed in the Callovo-Oxfordian claystone

Journal of Rock Mechanics and Geotechnical Engineering, 2021-10, Vol.13 (5), p.1033-1046

2021

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Effective transfer properties of partially saturated geomaterials with interfaces using the immersed interface method

International journal for numerical and analytical methods in geomechanics, 2013-12, Vol.37 (18), p.3237-3257

2013

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Effective Elastic and Hydraulic Properties of Fractured Rock Masses with High Contrast of Permeability: Numerical Calculation by an Embedded Fracture Continuum Approach

Advances in civil engineering, 2019-01, Vol.2019 (1), p.1-21

2019

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Extend Convergence-Confinement Method for deep tunnels in poroelastic anisotropic medium

MATEC Web of Conferences, 2018, Vol.251, p.4051

2018

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A note on the numerical homogenisation of the mechanical behaviour of an argillaceous rock

Computers and geotechnics, 2012-04, Vol.41, p.70-78

2012

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Modelling of two-phase flow in capillary porous medium by a microscopic discrete approach

European journal of environmental and civil engineering, 2013-06, Vol.17 (6), p.444-452

2013

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Probabilistic Stability Analysis of Deep Rock Tunnel Excavated by Mechanized Tunneling Considering Anisotropic Initial Stresses

Applied sciences, 2022-08, Vol.12 (15), p.7479

2022

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Thermo-hydro-mechanical behaviour of tuffeau stone masonry

European journal of environmental and civil engineering, 2012-05, Vol.16 (5), p.557-570

2012

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Assessment of Mechanical Properties of Interphase in Compositelike Geomaterials by Ultrasonic Measurement and the Extended Multi-Inclusion Model

Journal of applied mechanics, 2015-03, Vol.82 (3)

2015

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Damage assessment of cement-based geomaterial during loading by ultrasonic tomography

Journal of physics. Conference series, 2015-07, Vol.628 (1), p.12031

2015

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On Thermo-Hydro-Mechanical (THM) Fatigue Damage of Historical Stone Buildings

Advanced materials research, 2014, Vol.891-892, p.36-41

2014

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Temperature and Pressure Dependence of the Effective Thermal Conductivity of Geomaterials: Numerical Investigation by the Immersed Interface Method

Journal of Applied Mathematics, 2013-01, Vol.2013, p.1-13

2013

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On the numerical evaluation of historical stone sculpture artwork restoration

European journal of environmental and civil engineering, 2014-07, Vol.18 (6), p.601-617

2014

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Hydromechanical Properties of some Mortars Used in some Ecologic Construction Techniques

Advanced materials research, 2012, Vol.587, p.6-10

2012

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Reliability-based design of deep tunnel excavated in the viscoelastic Burgers rocks

Geotechnics for Sustainable Infrastructure Development, p.375-382

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Time-Dependent Reliability Analysis of Deep Tunnel in the Viscoelastic Burger Rock with Sequential Installation of Liners

Closed-form solution of stress state and stability analysis of wellbore in anisotropic permeable rocks

Analytical poro‐elastic solution of deep lined tunnels in anisotropic rock with consideration of tunnel face advance

Assessment of the influence of hydraulic and mechanical anisotropy on the fracture initiation pressure in permeable rocks using a complex potential approach

Closed-Form Solution and Reliability Analysis of Deep Tunnel Supported by a Concrete Liner and a Covered Compressible Layer Within the Viscoelastic Burger Rock

Probabilistic prediction of structural failure during 3D concrete printing processes

P‐ and S‐wave anisotropy to characterise and quantify damage in media: laboratory experiment using synthetic sample with aligned microcracks

Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock

A closed-form hydro-mechanical solution for deep tunnels in elastic anisotropic rock

Time-Dependent Behavior of Callovo-Oxfordian Claystone for Nuclear Waste Disposal: Uncertainty Quantification from In-Situ Convergence Measurements

Kriging-based reliability analysis of the long-term stability of a deep drift constructed in the Callovo-Oxfordian claystone

Effective transfer properties of partially saturated geomaterials with interfaces using the immersed interface method

Effective Elastic and Hydraulic Properties of Fractured Rock Masses with High Contrast of Permeability: Numerical Calculation by an Embedded Fracture Continuum Approach

Extend Convergence-Confinement Method for deep tunnels in poroelastic anisotropic medium

A note on the numerical homogenisation of the mechanical behaviour of an argillaceous rock

Modelling of two-phase flow in capillary porous medium by a microscopic discrete approach

Probabilistic Stability Analysis of Deep Rock Tunnel Excavated by Mechanized Tunneling Considering Anisotropic Initial Stresses

Thermo-hydro-mechanical behaviour of tuffeau stone masonry

Assessment of Mechanical Properties of Interphase in Compositelike Geomaterials by Ultrasonic Measurement and the Extended Multi-Inclusion Model

Damage assessment of cement-based geomaterial during loading by ultrasonic tomography

On Thermo-Hydro-Mechanical (THM) Fatigue Damage of Historical Stone Buildings

Temperature and Pressure Dependence of the Effective Thermal Conductivity of Geomaterials: Numerical Investigation by the Immersed Interface Method

On the numerical evaluation of historical stone sculpture artwork restoration

Hydromechanical Properties of some Mortars Used in some Ecologic Construction Techniques

Reliability-based design of deep tunnel excavated in the viscoelastic Burgers rocks

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