Evaluation of Basal Heave Stability for Deep Excavations in Clay using the Discontinuity Layout Optimization Method. Civil Engineering Dimension, [S. l.], v. 28, n. 1, p. 83–100, 2026. DOI: 10.9744/ced.28.1.83-100. Disponível em: https://ced.petra.ac.id/index.php/civ/article/view/30435. Acesso em: 1 may. 2026.