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Behavior of Large Diameter Pile Resting on Sloping Ground
Piles are generally used to support superstructures such as bridge abutments, high -rise buildings, and transmission towers, which are subjected to heavy axial forces as well as lateral forces. Nowadays, construction of these structures near the natural or man-made slopes has been increased due to the unavailability of flat grounds. To support the heavy loads coming from the superstructure, normal conventional piles (0.3–0.6 m as per IS 2911) may not be sufficient for some situations, especially located near slopes. The mobilization of the ultimate load-carrying capacity of large diameter piles is different from standard conventional piles given in IS 2911. In this study, the behavior of large diameter piles resting on or near the cohesionless soil slopes is studied using a finite element method. The effect of various influencing parameters like slope gradient, the diameter of pile, length to diameter ratio of pile, and location of water table on the axial and lateral load-carrying capacity of the pile have been studied.
Behavior of Large Diameter Pile Resting on Sloping Ground
Piles are generally used to support superstructures such as bridge abutments, high -rise buildings, and transmission towers, which are subjected to heavy axial forces as well as lateral forces. Nowadays, construction of these structures near the natural or man-made slopes has been increased due to the unavailability of flat grounds. To support the heavy loads coming from the superstructure, normal conventional piles (0.3–0.6 m as per IS 2911) may not be sufficient for some situations, especially located near slopes. The mobilization of the ultimate load-carrying capacity of large diameter piles is different from standard conventional piles given in IS 2911. In this study, the behavior of large diameter piles resting on or near the cohesionless soil slopes is studied using a finite element method. The effect of various influencing parameters like slope gradient, the diameter of pile, length to diameter ratio of pile, and location of water table on the axial and lateral load-carrying capacity of the pile have been studied.
Behavior of Large Diameter Pile Resting on Sloping Ground
Lecture Notes in Civil Engineering
Patel, Satyajit (editor) / Solanki, C. H. (editor) / Reddy, Krishna R. (editor) / Shukla, Sanjay Kumar (editor) / Kranthikumar, A. (author) / Jakka, Ravi S. (author)
2021-04-23
9 pages
Article/Chapter (Book)
Electronic Resource
English
Behavior of Large Diameter Pile Resting on Sloping Ground
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