Faculty Publications
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Item Static and dynamic performance of single batter piles embedded in slope(Springer, 2024) Kumar, S.; Najar, D.S.; Sarkar, R.; Nainegali, L.The performance of pile foundations embedded in the sloping ground has received the least attention. Further, considering piles with batter angles, the investigation is even more limited. In this study, 3D non-linear finite element analyses were conducted to investigate the lateral load-carrying behaviour of vertical and batter (with angles -5°, +5°, -10° and +10°) pile foundations embedded in slope. Firstly, static analyses were performed, and the behaviour of the batter piles was compared with the vertical piles, considering the piles are embedded in a 30° slope of height 5.0 m with medium-stiff clay. It was observed that the capacity of piles reduces when they are installed on sloping ground. Negative batter piles were found to be more effective than the vertical piles in the slope. Next, the performances of the piles were investigated for dynamic lateral loading. It was inferred that the negative batter piles provide better resistance under lateral loading than the vertical and positive batter piles in sloping ground under dynamic loading as well. © Indian Academy of Sciences 2024.Item Effects of uncertainty of critical parameters on performance of piles with different batter angles in laterally spreading ground: development of prediction models(Taylor and Francis Ltd., 2025) Kumar, S.; Sarkar, R.; Nainegali, L.Failures of vertical piles are common under earthquake loading, especially in laterally spreading ground conditions. Performance is supposed to be better for batter piles due to their higher lateral load-carrying capacity. However, the framework of the design of batter piles is still not available for laterally spreading ground for different degrees of batter, considering the associated uncertainties. This paper investigates the effects of uncertainties on the performance of batter piles in laterally spreading ground. The beam on nonlinear Winkler foundation (BNWF) approach was considered for modelling the soil-pile systems. Nonlinear analyses were carried out for cosine-shaped ground deformation profiles. Effects of the uncertainty of critical parameters such as ground slope, relative density and thickness of the liquefying layer, batter angle, and slenderness ratio of the piles were investigated through a factorial design approach. A central composite design approach was adopted to investigate the curvature effects of the uncertain parameters. It was observed that the negative batter piles perform significantly better than their counterparts of vertical and positive batter piles. This study proposes prediction models for maximum bending moment and pile head displacement for piles with different batter angles, considering a three-layered laterally spreading ground. © 2025 Informa UK Limited, trading as Taylor & Francis Group.