An improved discretization‐based kinematic approach for stability analyses of nonuniform c‐φ soil slopes

Documenti analoghi

• Transient State Analysis of Rainfall Infiltration Into Layered Vegetated Soils
  di: Cheng Yuan, et al.
  Pubblicazione: (2025)
• Upper‐Bound Solution for Ultimate Bearing Capacity of Laterally Loaded Rigid Monopile in Clay Under Scour Condition
  di: Mingke Lin, et al.
  Pubblicazione: (2025)
• An Analytical Insight Into Stability Analysis of Unsaturated Multi‐Layered Slopes Subjected to Rainfall Infiltration
  di: Cheng Yuan, et al.
  Pubblicazione: (2024)
• A novel stability equation for the estimation of the factor of safety for homogeneous dry finite slopes
  di: Naloan Coutinho Sampa, et al.
  Pubblicazione: (2024)
• Effect of soil layering and interface resistance on electro‐osmotic consolidation of layered soils: A Green's function approach
  di: Zhang‐Long Chen, et al.
  Pubblicazione: (2024)