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Maken, D. D., Léger, P., & Roth, S.-N. (2014). Seasonal thermal cracking of concrete dams in northern regions. Journal of Performance of Constructed Facilities, 28(4). Lien externe
Roth, S.-N., Léger, P., & Soulaimani, A. (2020). Fully-coupled hydro-mechanical cracking using XFEM in 3D for application to complex flow in discontinuities including drainage system. Computer Methods in Applied Mechanics and Engineering, 370, 35 pages. Lien externe
Roth, S.-N., Léger, P., & Soulaimani, A. (2020). Strongly coupled XFEM formulation for non-planar three-dimensional simulation of hydraulic fracturing with emphasis on concrete dams. Computer Methods in Applied Mechanics and Engineering, 363, 112899 (36 pages). Lien externe
Roth, S.-N., Léger, P., & Soulaïmani, A. (mai 2016). Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D [Communication écrite]. 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-9), Berkeley, California. Lien externe
Roth, S.-N., Soulaimani, A., & Léger, P. (juin 2015). Combined XFEM-continuous damage mechanics approach for three dimensional concrete crack propagation [Communication écrite]. 4th International Conference on Computational Modeling fo Fracture and Failure of Materials and Structures (CFRAC 2015), Cachan, France. Non disponible
Roth, S.-N., Léger, P., & Soulamani, A. (2015). A combined XFEM-damage mechanics approach for concrete crack propagation. Computer Methods in Applied Mechanics and Engineering, 283, 923-955. Lien externe
Roth, S.-N., Lacombe, A., Léger, P., & Soulaimani, A. (2015). Coupled hydro-mechanical cracking of concrete arch dams considering drainage efficiency. Dam Engineering, 25(4), 13 pages. Non disponible
Roth, S.-N., Léger, P., & Soulaimani, A. (mars 2013). XFEM using a non linear fracture mechanics approach for concrete crack propagation in dam safety assessment [Communication écrite]. 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2013, Toledo, Spain. Non disponible
