Improvement in Swelling, Strength and Deformation Characteristics of Expansive Soil using Lime and Brick Dust
G. Ramakrishna Reddy1, Debjyoti Pal2, A. K. Sinha3, A. K. Choudhary4
1G. Ramakrishna Reddy, Assistant Professor, Vasireddi Venkatadri Institute of Technology, Nambur (Andhra Pradesh), India.
2Debjyoti Pal, Consulting Geotechnical Engineer
3Dr. A. K. Sinha, Professor of Civil Engineering, National Institute of Technology, Jamshedpur (Jharkhand), India.
4Dr. A. K. Choudhary, Professor of Civil Engineering, National Institute of Technology, Jamshedpur (Jharkhand), India.
Manuscript received on 24 September 2018 | Revised Manuscript received on 30 September 2018 | Manuscript published on 30 November 2018 | PP: 146-150 | Volume-7 Issue-4, November 2018 | Retrieval Number: E1817017519©BEIESP
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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: In India concrete and rolled steel sections are used in construction activities, steel composites are often being used based on their advantages in heavy structure like multistoried structures and also in offshore structures. In this study we tried four composite structure models G+5, G+10, G+20, G+30 are considering with varying wind velocities 33,39,44,47,50,55m/s, as per IS875-part-3 and structure foundation depth is considered 2m below foundation level and the base conditions are fixed at the bottom or at the supports/footings. The structures modeled in ETABS structural analysis and design software by considering various loads and load combinations by their relative occurrence are considered the material properties considered are M30 concrete grade & FE415 reinforcing steel.
Keywords: Composite Structures, Wind Speeds, RCC, Multistoried Structures, Varying Heights
Scope of the Article: Soil-Structure Interaction