Lateral response of pile due to combined load under free and fixed conditions
نویسندگان
چکیده
Pile foundations are used to support both vertical and horizontal loads in many geotechnical projects, such as coastal offshore engineering. In this project, the Finite Difference Method is proposed solve differential equation governing lateral axial pile response. Initially, behaviour of subjected load will be analysed. The effect various parameters like head fixity, cohesion surrounding soil, diameter, length on response Finally with these conditions, deflections profile investigated. By using python code we can easily find out increase diameter pile, soil combined studied. above stated studied for loading also under free fixed conditions.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2023
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202339101219