Rafig Azzam
- (2024): Parametric Study of the Deep Excavation Performance of Underground Pumping Station Based on Numerical Method. Dans: Buildings, v. 14, n. 6 (19 juin 2024).
- Performance of a top-down excavation in shanghai: case study and numerical exploration. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 15 (novembre 2021). (2021):
- Design Charts for Circular-Shaped Sheeted Excavation Pits against Seepage Failure by Heave. Dans: Periodica Polytechnica Civil Engineering, v. 60, n. 3 ( 2016). (2016):
- The Influence of the Dielectric Constant and Electrolyte Concentration of the Pore Fluids on the Undrained Shear Strength of Smectite. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010). (2010):
- Seepage failure by heave in sheeted excavation pits constructed in stratified cohesionless soils. Dans: Frontiers of Structural and Civil Engineering, v. 13, n. 6 (octobre 2019). (2019):
- Wasserverschmutzung und Umweltprobleme als Folge der Urbanisierung in Hyderabad. Dans: Wasserwirtschaft, v. 102, n. 3 (février 2012). (2012):
- Strength of soil reinforced with fiber materials (Papyrus). Dans: Soil Mechanics and Foundation Engineering, v. 48, n. 6 (janvier 2012). (2012):
- Modelling of surface settlements induced by a non-uniformly deforming tunnel. Dans: geotechnik, v. 39, n. 1 ( 2016). (2016):
- Ingenieurgeologische und numerische Standsicherheitsanalysen der Basaltkliffe in Dakar. Dans: Felsbau, v. 19, n. 1 ( 2001). (2001):
- Von der Altlastensanierung zum Flächenmanagement - der interdisziplinäre Ansatz. Dans: geotechnik, v. 28, n. 3 ( 2005). (2005):