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Piles Subjected to Torsional Cyclic Load: Numerical Analysis
Frontiers in Built Environment
Pile foundations supporting large structures (such as high-rise buildings, oil drilling platforms, bridges etc). are often subjected to eccentric lateral load (in addition to the vertical loads) due to the action of wind, waves, high speed traffic, and ship impacts etc. The eccentric lateral load, which is usually cyclic (repetitive) in nature, induces torsion in the pile foundation. This paper presents a numerical model based on boundary element approach to study the performance of a singledoi:10.3389/fbuil.2019.00024 fatcat:3f557c2otzfixdibvprvzsshvi