(1)
Prasatya, S. F. T.; Amarta, A. G.; Rutama, D. Comparative Analysis of Geotextile-Reinforced Embankment Slope Stability Using the Bishop Method in GeoStudio SLOPE/W and Finite Element Analysis in PLAXIS 2D: A Case Study of the Klaten–Purwomartani Toll Road Project, Section 1, Package 1.2, STA 38+000 . JLMA 2026, 7, 1031-1056.