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2D numerical investigation of segmental tunnel lining behavior

Tunnelling and underground space technology, 2013-08, Vol.37, p.115-127

2013

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Analysis of Deformations of the Tunnel Excavation Face via Simplified Calculation Methods

Applied sciences, 2023-12, Vol.13 (23), p.12683

2023

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The important role of stiffnesses values of circular joints on the stress state developed in the tunnel segmental lining

Geomechanics and geophysics for geo-energy and geo-resources., 2023-12, Vol.9 (1), Article 37

2023

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Analysis of predictor equations for determining the blast-induced vibration in rock blasting

International journal of mining science and technology, 2019-12, Vol.29 (6), p.905-915

2019

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Probabilistic estimation of the advancement rate of the Tunnel Boring Machines on the basis of rock mass characteristics

Geomechanics and geophysics for geo-energy and geo-resources., 2022-04, Vol.8 (2), Article 81

2022

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Numerical Modeling and Back-Analysis Approach on a Monitored Underground Cavern for the Extraction of Marble for Ornamental Uses

Applied sciences, 2023-12, Vol.13 (23), p.12893

2023

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Effects of the Ventilation System by Using Jet Fans during a Fire in Road Tunnels

Applied sciences, 2023-05, Vol.13 (9), p.5618

2023

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A new numerical approach to the hyperstatic reaction method for segmental tunnel linings

International journal for numerical and analytical methods in geomechanics, 2014-10, Vol.38 (15), p.1617-1632

2014

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A Parametric Analysis on the Influence of the Binder Characteristics on the Behaviour of Passive Rock Bolts with the Block Reinforcement Procedure

Geotechnical and geological engineering, 2020-08, Vol.38 (4), p.4159-4168

2020

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Fire Scenarios Inside a Room-and-Pillar Underground Quarry Using Numerical Modeling to Define Emergency Plans

Applied sciences, 2023-04, Vol.13 (7), p.4607

2023

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Face stabilization of deep tunnels using longitudinal fibreglass dowels

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2013-02, Vol.58, p.127-140

Oreste, Pierpaolo

2013

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Two-dimensional numerical analysis on the rock/bolt interaction considering shear and normal relative displacements

Tunnelling and underground space technology, 2024-01, Vol.143, p.105492, Article 105492

2024

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The characteristics of the two-component grout on the stress-state in segmental lining

Geotechnical and geological engineering, 2024-03, Vol.42 (2), p.1223-1238

2024

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Statistical and mathematical preliminary interpretation of mechanical test results on sands grouted with colloidal silica

International journal of geotechnical engineering, 2024-05, p.1-9

2024

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A simplified mathematical approach for the evaluation of the stabilizing forces applied by a passive cemented bolt to a sliding rock block

Tunnelling and underground space technology, 2020-09, Vol.103, p.103459, Article 103459

2020

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The Convergence-Confinement Method: Roles and Limits in Modern Geomechanical Tunnel Design

American journal of applied sciences, 2009-04, Vol.6 (4), p.757-771

Oreste, Pierpaolo

2009

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Main factors influencing the shear stiffness of circular joints in tunnel segmental linings analyzed by numerical modelling

Engineering structures, 2024-06, Vol.308, p.117888, Article 117888

2024

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Creep behaviour of two-component grout and interaction with segmental lining in tunnelling

Tunnelling and underground space technology, 2022-01, Vol.119, p.104216, Article 104216

2022

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The influence of the two-component grout on the behaviour of a segmental lining in tunnelling

Tunnelling and underground space technology, 2021-03, Vol.109, p.103750, Article 103750

2021

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The influence of the nonlinear behaviour of connecting bolts on the shear stiffness of circular joints in a tunnel segmental lining

Tunnelling and underground space technology, 2024-04, Vol.146, p.105619, Article 105619

2024

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Analysis of the Interaction between the Lining of a TBM Tunnel and the Ground Using the Convergence-Confinement Method

American journal of applied sciences, 2015-06, Vol.12 (4), p.276-283

Oreste, Pierpaolo

2015

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The contribution of the bolting system to the shear stiffness of circumferential joints in tunnel segmental linings

Computers and geotechnics, 2023-10, Vol.162, p.105660, Article 105660

2023

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The Buoyancy of the Tunnel Segmental Lining in the Surrounding Filling Material and its Effects on the Concrete Stress State

Geotechnical and geological engineering, 2023-03, Vol.41 (2), p.741-758

2023

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Relation water content ratio-to-liquidity index versus the Atterberg limits ratio evaluated with the Kaniadakis exponential law

Geomechanics and geoengineering : an international journal, 2019-04, Vol.14 (2), p.148-153

2019

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A probabilistic approach for the evaluation of the stabilizing forces of fully grouted bolts

Transportation Geotechnics, 2021-05, Vol.28, p.100516, Article 100516

2021

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2D numerical investigation of segmental tunnel lining behavior

Analysis of Deformations of the Tunnel Excavation Face via Simplified Calculation Methods

The important role of stiffnesses values of circular joints on the stress state developed in the tunnel segmental lining

Analysis of predictor equations for determining the blast-induced vibration in rock blasting

Probabilistic estimation of the advancement rate of the Tunnel Boring Machines on the basis of rock mass characteristics

Numerical Modeling and Back-Analysis Approach on a Monitored Underground Cavern for the Extraction of Marble for Ornamental Uses

Effects of the Ventilation System by Using Jet Fans during a Fire in Road Tunnels

A new numerical approach to the hyperstatic reaction method for segmental tunnel linings

A Parametric Analysis on the Influence of the Binder Characteristics on the Behaviour of Passive Rock Bolts with the Block Reinforcement Procedure

Fire Scenarios Inside a Room-and-Pillar Underground Quarry Using Numerical Modeling to Define Emergency Plans

Face stabilization of deep tunnels using longitudinal fibreglass dowels

Two-dimensional numerical analysis on the rock/bolt interaction considering shear and normal relative displacements

The characteristics of the two-component grout on the stress-state in segmental lining

Statistical and mathematical preliminary interpretation of mechanical test results on sands grouted with colloidal silica

A simplified mathematical approach for the evaluation of the stabilizing forces applied by a passive cemented bolt to a sliding rock block

The Convergence-Confinement Method: Roles and Limits in Modern Geomechanical Tunnel Design

Main factors influencing the shear stiffness of circular joints in tunnel segmental linings analyzed by numerical modelling

Creep behaviour of two-component grout and interaction with segmental lining in tunnelling

The influence of the two-component grout on the behaviour of a segmental lining in tunnelling

The influence of the nonlinear behaviour of connecting bolts on the shear stiffness of circular joints in a tunnel segmental lining

Analysis of the Interaction between the Lining of a TBM Tunnel and the Ground Using the Convergence-Confinement Method

The contribution of the bolting system to the shear stiffness of circumferential joints in tunnel segmental linings

The Buoyancy of the Tunnel Segmental Lining in the Surrounding Filling Material and its Effects on the Concrete Stress State

Relation water content ratio-to-liquidity index versus the Atterberg limits ratio evaluated with the Kaniadakis exponential law

A probabilistic approach for the evaluation of the stabilizing forces of fully grouted bolts

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