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@article{169991,
        author = {Ganesh Bilapate and Dr. Nagesh Shelke},
        title = {Analysis and Design of Pile Foundation for High Rise R.C.C. Structure},
        journal = {International Journal of Innovative Research in Technology},
        year = {2024},
        volume = {11},
        number = {6},
        pages = {2298-2301},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=169991},
        abstract = {This paper presents a detailed analysis of pile foundation design for a high-rise residential building. The structure, consisting of 20 floors and a ground floor, is designed with reinforced concrete piles to safely carry the loads from the superstructure. The study focuses on determining the appropriate pile sizes, reinforcement details, and vertical load capacity to ensure stability and safety. The building is located on a plot of 28x22 meters, with a Floor Space Index (FSI) of 2, allowing a total built-up area of 1232 square meters. The foundation design utilizes piles with diameters of 700 mm and 800 mm, embedded to a depth of 10 meters. The ultimate loads on the piles range from 4500 kN to 6500 kN, with corresponding safe vertical capacities of 3026.5 kN and 5506.92 kN, respectively. The paper provides a reinforcement schedule detailing the number and diameter of bars used in the piles to ensure sufficient load-bearing capacity. Additionally, the study includes the calculation of forces and moments from active earth pressure diagrams, emphasizing the importance of accurate pile design in mitigating lateral pressures. The findings contribute to the understanding of pile foundation design in high-rise buildings, ensuring that the structure can withstand vertical and lateral loads effectively.},
        keywords = {Pile foundation, high-rise building, vertical load capacity, reinforcement scheduling, active earth pressure, foundation design, structural engineering, soil bearing capacity.},
        month = {November},
        }