C. Fidelibus

发表

Previsione del tempo di occorrenza di una frana

Antonio Federico, Gaetano Elia, C. Fidelibus, 2009 .

The propagation of grout in pipe networks

C. Fidelibus, V. Lenti, C. Fidelibus, 2012, Comput. Geosci..

A code for scaled flow simulations on generated fracture networks

C. Fidelibus, M. Cravero, M. Cravero, 1999 .

Decision Plots for preliminary design of single-shield TBMs

C. Fidelibus, Luca Repetto, 2017 .

A BEM solution of steady-state flow problems in discrete fracture networks with minimization of core storage

C. Fidelibus, V. Lenti, 2003 .

Advanced computation of steady-state fluid flow in Discrete Fracture-Matrix models: FEM–BEM and VEM–VEM fracture-block coupling

Stefano Berrone, C. Fidelibus, Sandra Pieraccini, 2018, GEM - International Journal on Geomathematics.

Iterative coupling algorithms for large multidomain problems with the boundary element method

Yin Feng, C. Fidelibus, Bin Wang, 2018, International Journal for Numerical Methods in Engineering.

Unsteady advection-diffusion simulations in complex Discrete Fracture Networks with an optimization approach

Stefano Berrone, C. Fidelibus, Sandra Pieraccini, 2018, Journal of Hydrology.

Simulation of the Steady-State Flow in Discrete Fracture Networks with Non-Conforming Meshes and Extended Finite Elements

Stefano Berrone, C. Fidelibus, Sandra Pieraccini, 2014, Rock Mechanics and Rock Engineering.

An iterative procedure for the simulation of the steady-state fluid flow in rock fracture networks

Zhaofeng Tian, Peter A. Dowd, Chaoshui Xu, 2018, Engineering Geology.

Evaluation Of Risks In CO2 Deep Geological Storage Via A Stochastic Method

C. Fidelibus, A. Marengo, G. Cammarata, 2011 .

Derivation of equivalent pipe network analogues for three‐dimensional discrete fracture networks by the boundary element method

C. Fidelibus, William Dershowitz, C. Fidelibus, 1999 .

On the prediction of the time of occurrence of a slope failure: a review

C. Fidelibus, Antonio Federico, G. Interno, 2004 .

The 2D hydro‐mechanically coupled response of a rock mass with fractures via a mixed BEM–FEM technique

C. Fidelibus, C. Fidelibus, 2007 .

The Hydro-Mechanically Coupled Response of Rock Fractures

Giovanni Battista Barla, C. Fidelibus, G. Barla, 2007 .

Prediction of time to slope failure: a general framework

C. Fidelibus, G. Elia, C. Fidelibus, 2012, Environmental Earth Sciences.