Sylvain Renaud
- A Progressive Approach to Account for Large-Scale Roughness of Concrete–Rock Interface in Practical Stability Analyses for Dam Safety Evaluation. Dans: International Journal of Geomechanics, v. 22, n. 8 (août 2022). (2022):
- Numerical simulation of experimentally shear-tested contact specimens from existing dam joints. Dans: Computers and Geotechnics, v. 125 (septembre 2020). (2020):
- Effects of Rock Foundation Roughness on the Sliding Stability of Concrete Gravity Dams Based on Topographic Surveys. Dans: Journal of Engineering Mechanics (ASCE), v. 145, n. 7 (juillet 2019). (2019):
- Effects of fluid–structure interaction modeling assumptions on seismic floor acceleration demands within gravity dams. Dans: Engineering Structures, v. 67 (mai 2014). (2014):
- Critical Appraisal of Common Simplified Assumptions in Seismic Stability Analyses of Gravity Dams. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 5 (octobre 2016). (2016):