1. 1) ASIRI National Project (2012). Recommendations for the Design, Construction and Control of Rigid Inclusion Ground Improvements. Retrieved from Presses des Ponts, Paris (FRANCE).
2. 2) Benahmed, N. (2001). Comportement mécanique d'un sable sous cisaillement monotone et cyclique: application aux phénomènes de liquéfaction et mobilité cyclique. Doctoral dissertation, Marne-la-vallée, ENPC.
3. 3) Chazelas, J. L., Escoffier, S., Garnier, J., Thorel, L., & Rault, G. (2008). Original technologies for proven performances for the new LCPC earthquake simulator. Bulletin of earthquake engineering, 6, 723-728. DOI: 10.1007/s10518-008-9096-z
4. 4) Escoffier, S., Li, Z., and Soriano, C. (2022). Data Report no. 2 ASIRI+ Project amélioration des sols par inclusions rigides: sollicitations dynamiques et sismiques. Technical report, Université Gustave Eiffel.
5. 5) Esmaeilpour, P., Mamazizi, A., & Madabhushi, G. S. (2023). An overview of the model container types in physical modeling of geotechnical problems. Soil Dynamics and Earthquake Engineering, 168, 107827. DOI: 10.1016/j.soildyn.2023.107827.