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Pile Group Responses Subjected to Lateral Load: FEM Analysis
Apart from the vertical load of the superstructure, the pile may be subjected to lateral loads caused by earthquakes, wind and water currents, vehicle loads, etc. Negligence of this lateral load may be dangerous if the structure is going to experience lateral thrust in any way. In previous studies, a single pile has been examined under lateral load for different soil characteristics, where deflection and maximum bending moment were determined. In the present study, pile group (2 × 2) is taken with spacing of 3D. Lateral load is applied at the top of the pile group, which is connected with a pile cap (connection plate). In PLAXIS 3D software, a FEM model with soil pile condition is created and analysed. Results are shown in the graph along with the comparative graph of all the cases considered.
Pile Group Responses Subjected to Lateral Load: FEM Analysis
Apart from the vertical load of the superstructure, the pile may be subjected to lateral loads caused by earthquakes, wind and water currents, vehicle loads, etc. Negligence of this lateral load may be dangerous if the structure is going to experience lateral thrust in any way. In previous studies, a single pile has been examined under lateral load for different soil characteristics, where deflection and maximum bending moment were determined. In the present study, pile group (2 × 2) is taken with spacing of 3D. Lateral load is applied at the top of the pile group, which is connected with a pile cap (connection plate). In PLAXIS 3D software, a FEM model with soil pile condition is created and analysed. Results are shown in the graph along with the comparative graph of all the cases considered.
Pile Group Responses Subjected to Lateral Load: FEM Analysis
Lecture Notes in Civil Engineering
Satyam, Neelima (editor) / Singh, A. P. (editor) / Dixit, Manish S. (editor) / Tiwari, Aman (author) / Dindorkar, Nitin (author) / Kaur, Suneet (author)
Indian Young Geotechnical Engineers Conference ; 2021 ; Chennai, India
2024-11-29
8 pages
Article/Chapter (Book)
Electronic Resource
English
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