Analysis and Design of Bridge Columns Supported on Monopiles
Author(s):
Smita K. Badole, Dr. Valsson Varghese
Keywords:
Monopile, Group pile, SAFE 2016, soil pressure, bending moment, shear force, and permissible settlement.
Abstract
Pile foundations are used to support heavy structures and can have a dual purpose of transmitting compressive force to deeper, heavier layers while also strengthening the soil. Piles are subjected to lateral loads in the foundations of bridges, transmission towers, offshore structures, and other structures built. This lateral load resistance of pile foundations is important in the design of structures susceptible to earthquakes, soil movement, waves, and other environmental disasters. The analysis is a technique for determining the ways of a structure under various loads. The process of establishing a convenient description for a structure is known as design. Manually planning and analysing a structure can take a long time. The analysis and design of any structure can be done easily with the use of software. This project aims to analyze and design of bridge columns supported on monopiles. viz., monopile and group pile. In this paper the study of literature reviews. Then to calculate the different types of design parameter load use IRC: 78-2014 and IRC 112-2011. SAFE 2016 stands for modeling structural analysis and design software. IS 456-2010 and IS 2911:2010 and also other Code is used for design and analysis. M35 grade of concrete and Fe-500 steel were used. In this paper a comparative analysis of monopile and Group pile is done for taking the load of bridge column. The results are presented in form of graphs viz., soil pressure, shear force, bending moment and permissible settlement.
Article Details
Unique Paper ID: 154835

Publication Volume & Issue: Volume 8, Issue 12

Page(s): 385 - 389
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