Empirical equations of lateral resistance of a single pile subjected to laterally spreading liquefied ground

• Main Authors: Dungca, Jonathan R., Kuwano, Jiro, Saruwatari, Takahashi
• Format: text
• Published: Animo Repository 2000
• Subjects: Lateral loads; Soil liquefaction; Civil Engineering
• Online Access: https://animorepository.dlsu.edu.ph/faculty_research/6279
• Institution: De La Salle University

A series of shaking table tests were carried out to observe the behavior of a single pile subjected to laterally spreading liquefied ground. The pile was modeled as buried cylinder that corresponds to a sectional model of a prototype pile at a certain depth in the subsoil. The effects of ground shak...