Kemal Önder Çetin

Critical State Response of Granular Soils: Probabilistic Predictive Models Incorporating Grain Size, Distribution and Shape Effects

The critical state locus (CSL), expressed in the void ratio (e) – natural logarithmic mean effective stress (ln⁡p') space, is typically defined by slope (λ_e) and intercept parameters (Γ_1), the latter corresponding to the void ratio at a reference mean effective stress of unity....