Dr. Corrado  Fidelibus
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Dr. Corrado Fidelibus

Research Scientist
Politecnico di Bari, Italy


Highest Degree
Ph.D. in Geotechnical Engineering from Polytechnic University of Turin, Italy

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Biography

Dr. Corrado Fidelibus is currently working as Research Assistant at Politecnico di Bari, Italy. He has completed his Ph.D. in Geotechnical Engineering from Polytechnic University of Turin, Italy. His main are of interest focuses on Physical Science Engineering. His area of expertise includes Geotechnical Engineering, Fractured Rock Hydrogeology, Computational Geomechanics, Rock Mechanics, and Numerical Methods. He has published 15 research articles in international journals, 1 book chapter, and 16 proceeding contributed as author/co-author.

Area of Interest:

Physical Science Engineering
100%
Geotechnical Engineering
62%
Fractured Rock Hydrogeology
90%
Computational Geomechanics
75%
Numerical Methods
55%

Research Publications in Numbers

Books
0
Chapters
0
Articles
0
Abstracts
0

Selected Publications

  1. Interno, G., V. Lenti and C. Fidelibus, 2015. Laboratory experiments on diffusion and sorption of heavy metals in a marine clay. Environ. Earth Sci., 73: 4443-4449.
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  2. Iabichino, G., M. Barbero, M. Cravero, C. Fidelibus and G. Usai, 2014. Experimental tests for the assessment of the shear strength of marble waste dumps. Environ. Earth Sci., 71: 3259-3271.
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  3. Berrone, S., C. Fidelibus, S. Pieraccini and S. Scialo, 2014. Simulation of the steady-state flow in discrete fracture networks with non-conforming meshes and extended finite elements. Rock Mech. Rock Eng., 47: 2171-2182.
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  4. Valente, S., C. Fidelibus, S. Loew, M. Cravero, G. Iabichino and F. Barpi, 2012. Analysis of fracture mechanics tests on Opalinus clay. Rock Mech. Rock Eng., 45: 767-779.
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  5. Fidelibus, C. and V. Lenti, 2012. The propagation of grout in pipe networks. Comput. Geosci., 45: 331-336.
  6. Federico, A., M. Popescu, G. Elia, C. Fidelibus, G. Interno and A. Murianni, 2012. Prediction of time to slope failure: A general framework. Environ. Earth Sci., 66: 245-256.
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  7. Barpi, F., S. Valente, M. Cravero, G. Iabichino and C. Fidelibus, 2012. Fracture mechanics characterization of an anisotropic geomaterial. Eng. Fracture Mech., 84: 111-122.
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  8. Fidelibus, C., 2007. The 2D hydro‐mechanically coupled response of a rock mass with fractures via a mixed BEM-FEM technique. Int. J. Numer. Anal. Methods Geomech., 31: 1329-1348.
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  9. Cammarata, G., C. Fidelibus, M. Cravero and G. Barla, 2007. The hydro-mechanically coupled response of rock fractures. Rock Mech. Rock Eng., 40: 41-61.
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  10. Lenti, V. and C. Fidelibus, 2003. A BEM solution of steady-state flow problems in discrete fracture networks with minimization of core storage. Comput. Geosci., 29: 1183-1190.
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  11. Barla, G., M. Cravero and C. Fidelibus, 2000. Comparing methods for the determination of the hydrological parameters of a 2D equivalent porous medium. Int. J. Rock Mech. Min. Sci., 37: 1133-1141.
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  12. Dershowitz, W.S. and C. Fidelibus, 1999. Derivation of equivalent pipe network analogues for three‐dimensional discrete fracture networks by the boundary element method. Water Resour. Res., 35: 2685-2691.
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  13. Cravero, M. and C. Fidelibus, 1999. A code for scaled flow simulations on generated fracture networks. Comput. Geosci., 25: 191-195.
  14. Fidelibus, C., G. Barla and M. Cravero, 1997. A mixed solution for two‐dimensional unsteady flow in fractured porous media. Int. J. Numer. Anal. Methods Geomech., 21: 619-633.
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  15. Fidelibus, C. and V. Lenti, 1996. A BEM code for ground‐water problems in multizoned domains with normal boundary flux discontinuities. Groundwater, 34: 943-948.
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