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Publications

Journal Papers:

22. Rezania, M., Dejaloud, H., Zanganeh, H. and Mousavi Nezhad, M. An anisotropic bounding surface constitutive model for structured soft to stiff clays (submitted).

21. Mousavi Nezhad, M., Fisher, Q., Gironacci, E., and Rezania, M. Experimental study and numerical modeling of fracture propagation in shale rocks during Brazilian disc test (under revision).

20. Rezania, M., Nguyen, H., Zanganeh, H. and Taiebat, M. (2017). Numerical analysis of Ballina test embankment on a soft structured clay foundation. Computers and Geotechnics (in press).

19. Mousavi Nezhad, M., Gironacci, E., Rezania, M. and Khalili, N. (2017). Stochastic modelling of crack propagation in materials with random properties using isometric mapping for dimensionality reduction of nonlinear data sets. International Journal for Numerical Methods in Engineering (in press).

18. Gironacci, E., Mousavi Nezhad, M., Rezania, M. and Lancioni, G. (2017). A nonlocal probabilistic method for modelling of crack propagation. International Journal of Mechanical Sciences (in press).

17. Rezania, M., Bagheri, M., Mousavi Nezhad, M. and Sivasithamparam, N. (2017). Creep analysis of an earth embankment on soft soil deposit with and without PVD improvement. Geotextiles and Geomembranes, 45(5): 537-547.

16. Ma, M., Rezania, M., Yu, H-S. and Bai, H-B. (2017). Variations of hydraulic properties of granular sandstones during water inrush: Effect of small particle migration. Engineering Geology, 217: 61-70.

15. Rezania, M., Mousavi Nezhad, M., Zanganeh, H., Castro, J. and Sivasithamparam, N. (2017). Modelling pile setup in natural clay deposit considering soil anisotropy, structure and creep effects: case study. International Journal of Geomechanics, 17(3): 04016075.

14. Sivasithamparam, N. and Rezania, M. (2017). The comparison of modelling inherent and evolving anisotropy on the behaviour of a full-scale embankment. International Journal of Geotechnical Engineering, 11(4): 343-354.

13. Rezania, M., Taiebat, M. and Poletti, E. (2016). A viscoplastic SANICLAY model for natural soft soils. Computers and Geotechnics, 73: 128-141.

12. Ma, D., Miao, X., Bai, H.., Wang, J., Rezania, M., Huang, Y., and Qian, H. (2016). Seepage properties of crushed coal particles. Petroleum Science and Engineering, 146: 297-307.

11. Karstunen, M., Rezania, M., Sivasithamparam, N. and Yin, Z.-Y. (2015). Comparison of anisotropic rate-dependent models for modelling consolidation of soft clays. International Journal of Geomechanics, 15(5): A4014003.

10. Rezania, M., Sivasithamparam, N. and Mousavi Nezhad, M. (2014). On the stress update algorithm of an advanced critical state elasto-plastic model and the effect of yield function equation. Finite Elements in Analysis and Design. 90: 74-83.

9. Mousavi Nezhad, M., Javadi, A.A. and Rezania, M. (2011). Modeling of contaminant transport in soils considering the effects of micro- and macro-heterogeneity. Hydrology, 404: 332-338.

8. Jafarian, Y., Baziar, M., Rezania, M. and Javadi, A.A. (2011). Probabilistic evaluation of liquefaction potential in field condition; A kinetic energy approach. Engineering Computations, 28(6): 675-700.

7. Rezania, M., Faramarzi, A. and Javadi, A.A. (2011). An evolutionary based approach for assessment of earthquake-induced soil liquefaction and lateral displacement. Engineering Applications of Artificial Intelligence, 24(1): 142-153.

6. Rezania, M., Javadi, A.A. and Giustolisi, O. (2010). Evaluation of liquefaction potential based on CPT results using evolutionary polynomial regression. Computers and Geotechnics, 37(1-2): 82-92.

5. Javadi, A.A. and Rezania, M. (2009). Intelligent finite element method: An evolutionary approach to constitutive modeling. Advanced Engineering Informatics, 23(4): 442-451.

4. Javadi, A.A. and Rezania, M. (2009). Applications of artificial intelligence and data mining techniques in soil modeling. Geomechanics and Engineering, 1(1): 53-74.

3. Rezania, M., Javadi, A.A. and Giustolisi, O. (2008). An evolutionary-based data mining technique for assessment of civil engineering systems. Engineering Computations, 25(6): 500-517.

2. Rezania, M. and Javadi, A.A. (2007). A new genetic programming model for predicting the settlement of shallow foundations. Canadian Geotechnical Journal, 44(12): 1462-1473.

1. Javadi, A.A., Rezania, M. and Mousavi Nezhad, M. (2006). Evaluation of liquefaction induced lateral displacements using genetic programming. Computers and Geotechnics, 33(4-5): 222-233.

Conference Papers:

26. Rezania, M., Nguyen, H., Zanganeh, H. and Taiebat, M. (2016). Modelling the behaviour of a case study embankment on PVD-improved soft soil using an anisotropic viscoplastic model. Embankment and Footing Prediction Symposium, Newcastle, Australia.

25. Rezania, M., Zanganeh, H. and Taiebat, M. (2016). Numerical modeling of natural soft soil using a robust rotational hardening law. GeoVancouver 2016, Vancouver, Canada.

24. Pagano, A., Tarantino, A., Bagheri, M., Rezania, M. and Sentenac, P. (2016). An experimental investigation of the independent effect of suction and degree of saturation on very small-strain stiffness of unsaturated sand. In E3S Web of Conferences. 3rd European Conference on Unsaturated Soils, Paris, France.

23. Bagheri, M., Rezania, M. and Mousavi Nezhad, M. (2016). On long-term direct measurement of suction in soft cohesive soils. 2nd annual InterPore UK Chapter conference, Loughborough, UK.

22. Bagheri, M., Rezania, M. and Mousavi Nezhad, M. (2015). An experimental study of the initial volumetric strain rate effect on the creep behaviour of reconstituted clays. IOP Conf. Series: Earth and Environmental Science.

21. Mousavi Nezhad, M., Gironacci, E., Rezania, M. and Fisher, Q.J. (2015). Computational modelling of crack propagation in shale-gas reservoir rocks. 23rd ACME Conf. on Computational Mechanics, Swansea, UK.

20. Gironacci, E., Mousavi Nezhad, M. and Rezania, M. (2015). Modelling of crack propagation on brittle heterogeneous materials. 23rd ACME Conf. on Computational Mechanics, Swansea, UK.

19. Rezania, M., Dejaloud, H. and Mousavi Nezhad, M. (2014). An anisotropic constitutive model for cyclic loading of soft clays. 22nd ACME Conf. on Computational Mechanics, Exeter, UK.

18. Mousavi Nezhad, M. and Rezania, M. (2014). Configurational force for fluid-driven crack propagation. 20th Int. Conf. on Comput. Methods in Water Resources, Stuttgart, Germany.

17. Rezania, M., Dejaloud, H. and Mousavi Nezhad, M. (2014). SCLAY1S-BS: an anisotropic model for simulation of cyclic behaviour of clays. Geomechanics from Micro to Macro, Cambridge, UK.

16. Karstunen, M., Rezania, M. and Sivasithamparam, N. (2013). Comparison of anisotropic rate-dependent models at element level. Constitutive Modeling of Geomaterials, Springer Series in Geomechanics and Geoengineering.

15. Rezania, M. (2012). Viscoplastic modelling of soft clays considering the effect of anisotropy and destructuration. The 12th BGA Young Geotechnical Engineers’ Symposium, Leeds, UK.

14. Rezania, M. Bonnier, P., Brinkgreve, R. and Karstunen, M. (2012). Non-local regularisation of Drucker-Prager softening model. 20th ACME Conf. on Comput. Mechanics, Manchester, UK.

13. Yildiz, A., Rezania, M., Karstunen, M. and Leoni, M. (2011). Numerical analysis of Haarajoki test embankment with anisotropic creep model. The 4th Geotechnical Symp. Adana, Turkey.

12. Karstunen, M., Rezania, M., Sivasithamparam, N., Leoni, M. and Yin, Z.-Y. (2010). Recent developments on modelling time-dependent behaviour of soft natural clays. The 25th Mexican National Meeting of Soil Mechanics and Geotechnical Engineering, Acapulco, Mexico.

11. Mousavi Nezhad, M. and Rezania, M. (2010). Stochastic finite element modelling of water flow and solute transport in dual domain systems. 21st ALERT Geomaterials, Aussois, France.

10. Rezania, M., Cullen, P., Javadi, A.A. and Mousavi Nezhad, M. (2010) Compressive behavior of modular drainage tanks. 7th Int. Conf. on Physical Modeling in Geotech. Zurich, Switzerland.

9. Mousavi Nezhad, M., Javadi, A.A. and Rezania, M. (2010). Stochastic finite element modeling of water flow and solute transport in unsaturated soils - a case study. 13th Int. Con. on Computing in Civil and Building Engineering, Nottingham, UK.

8. Rezania, M. and Javadi, A.A. (2009). Virtual triaxial test results using an intelligent simulator. 8th Int. Congress on Civil Engineering, Shiraz, Iran.

7. Mousavi Nezhad, M., Javadi, A.A. and Rezania, M. (2009). Stochastic finite element modeling of contaminant transport. 1st Int. Symp. on Comput. Geomechanics, Juan-Les-Pins, France.

6. Javadi, A.A. and Rezania, M. (2008). A new approach to constitutive modeling of soils in finite element analysis using evolutionary computation. 15th Annual Workshop of the European Group for Intelligent Computing in Engineering, Plymouth, UK.

5. Rezania, M. and Javadi, A.A. (2008). Settlement prediction of shallow foundations; A new approach. 2nd British Geotechnical Association Int. Conf. on Foundations, Dundee, UK.

4. Javadi, A.A., Rezania, M. and Mousavi Nezhad, M. (2007). Data-driven modeling in civil engineering. 1st Int. Conf. on Digital Communications and Computer Applications, Jordan.

3. Rezania, M. and Javadi, A.A. (2006). Application of evolutionary programming techniques in geotechnical engineering. 6th European Conf. on Num. Meth. in Geotech. Eng., Graz, Austria.

2. Shariatmadari, N., Samimi, M. and Rezania, M. (2004). Investigation and treatment analysis of Barikan landslide. 5th Int. Conf. on Case Histories in Geotechnical Engineering, NY, USA.

1. Shariatmadari, N. and Rezania, M. (2004). Investigation of surface settlement induced by underground metro excavation. 6th Int. Symp. on Field Measure. in Geomech. Oslo, Norway.