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Paper Details
Paper Title
Analysis of Pile subjected to Lateral Loading in Clay modeled using ANSYS
Authors
Anusha George, Dr. K. M. Lovely
Abstract
Piles have been widely used for supporting axial and lateral loads for a variety of civil engineering structures such as high rise buildings, transmission lines, bridge piers and port structures. Pile foundations subjected to horizontal loads and moments is an age-old problem confronted by geotechnical engineers. In many cases, lateral loads govern the design of piles. This project paper is aimed towards a detailed study on the response of pile foundations in layered soil subjected to lateral loading. The soil structural interaction analysis of a single laterally loads pile is carried using ANSYS software. In this method the pile is considered as a flexible beam on the elastic foundation and soil is replaced as a series of elastic, closely spaced but independent springs. Pile behavior in uniform clay soils as well as cases with sand layer in clay deposit were analyzed and cross compared to investigate layering effects. Linear elastic model of pile was used for modelling the piles.
Keywords- Lateral loads, Flexible beams, Sub grade reaction, Deflection, Bending moment, Shear force.
Publication Details
Unique Identification Number - IJEDR1504065Page Number(s) - 414-417Pubished in - Volume 3 | Issue 4 | November 2015DOI (Digital Object Identifier) - Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
Anusha George, Dr. K. M. Lovely, "Analysis of Pile subjected to Lateral Loading in Clay modeled using ANSYS", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.3, Issue 4, pp.414-417, November 2015, Available at :http://www.ijedr.org/papers/IJEDR1504065.pdf
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