UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 10 | October 2025

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Published in:

Volume 11 Issue 7
July-2024
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2407639


Registration ID:
545733

Page Number

g335-g352

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Title

WELL FOUNDATION ANALYSIS COMPARISON BETWEEN NUMERICAL AND CONVENTIONAL APPROACH

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Abstract

This research paper presents a comprehensive numerical analysis of well foundations using midas gts nx(finite element method) under varying soil parameters, with comparisons to results irc:45-1972. The study focuses on evaluating critical aspects such as soil stress, displacement, and bending moment to assess the performance and reliability of well foundations in different geotechnical environments. Advanced numerical modeling techniques are utilized to simulate the soil-structure interaction, capturing the detailed behavior of well foundations across a range of soil types characterized by their cohesion, internal friction angle, and modulus of elasticity. Additionally, the findings are contrasted with the provisions of the IRC 45 code to evaluate their practical applicability and reliability. The analysis reveals significant variations in the performance of well foundations based on soil parameters, highlighting the necessity for thorough site-specific geotechnical investigations. The study demonstrates that while MIDAS GTS NX offers highly precise predictions of soil stress, displacement, and bending moment, the IRC 45 code provides a practical and conservative design approach with sufficient safety margins. This research underscores the importance of integrating advanced numerical methods with established guidelines to optimize the design and safety of well foundations. The conclusions drawn from this study are expected to aid civil engineers in improving foundation design practices, ensuring structural integrity and longevity, and contributing valuable insights to the field of geotechnical engineering.

Key Words

Well foundation, lateral response, soil stress, bending moment, Displacement

Cite This Article

"WELL FOUNDATION ANALYSIS COMPARISON BETWEEN NUMERICAL AND CONVENTIONAL APPROACH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 7, page no.g335-g352, July-2024, Available :http://www.jetir.org/papers/JETIR2407639.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"WELL FOUNDATION ANALYSIS COMPARISON BETWEEN NUMERICAL AND CONVENTIONAL APPROACH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 7, page no. ppg335-g352, July-2024, Available at : http://www.jetir.org/papers/JETIR2407639.pdf

Publication Details

Published Paper ID: JETIR2407639
Registration ID: 545733
Published In: Volume 11 | Issue 7 | Year July-2024
DOI (Digital Object Identifier):
Page No: g335-g352
Country: Deodar, 385330, Gujarat , India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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