Krisnanto, S. 2022. 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. 28, 3 (Jan. 2022), 241-252. DOI:https://doi.org/10.5614/jts.2021.28.3.1.