Research and Design of Shell Structure Resisting on Pile Foundation in Unstable Soil Condition using Etabs
V. Senthil Kumar1, P. Swathika2
1V. Senthil Kumar, Assistant Professor SRG, Department of Civil Engineering, Kumaraguru College of Technology, Coimbatore (Tamil Nadu), India.
2P. Swathika, PG Student, Department of Civil Engineering, Bannari Amman Institute of Technology, Sathymangalam, Erode (Tamil Nadu), India.
Manuscript received on 30 September 2019 | Revised Manuscript received on 12 November 2019 | Manuscript Published on 22 November 2019 | PP: 1529-1532 | Volume-8 Issue-6S3 September 2019 | Retrieval Number: F12740986S319/19©BEIESP | DOI: 10.35940/ijeat.F1274.0986S319
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The software development block of G+7 has been considered to illustrate the analysis process. ETABS analysis tool is used for the analysis of the structure. This stud analyse and design the multi- story structure with shell element which is located at unstable ground condition (i.e.) the soil possess very low bearing capacity. As per standard code suitable pile foundation is designed for unstable ground condition. The whole structure with shell element and pile foundation is analysed and the results are consolidated. The essential parameters like structure stiffness, displacement, drift, shear, overturning moment are observed and plotted in graphs.
Keywords: Shell Element, Pile Cap, Overturning Moment, ETABS.
Scope of the Article: Soil-Structure Interaction