KRISNANTO, S. Theoretical Equations for the Ratio of Undrained Shear Strength to Vertical Effective Stress for Normally Consolidated Saturated Cohesive Soils: Theoretical Equations for the Ratio of Undrained Shear Strength to Vertical Effective Stress for Normally Consolidated Saturated Cohesive Soils. Jurnal Teknik Sipil, v. 28, n. 3, p. 241-252, 4 Jan. 2022.