Model Researchon Oblique Load Carrying Capacity of Batter Pile Groups
V.Naveen1, P. D. Arumairaj2, S. Janaki Raman3
1V. Naveen,, PG Student, Department of Geotechnical Engineering, Karunya Institute of Technology and Sciences, Coimbatore (TamilNadu), India.
2Arumairaj, Professor and Head, Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore (TamilNadu), India.
3S. Janaki Raman, Assistant Professor, Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore (TamilNadu), India.
Manuscript received on 10 April 2019 | Revised Manuscript received on 17 April 2019 | Manuscript Published on 26 July 2019 | PP: 880-883 | Volume-8 Issue-6S4 April 2019 | Retrieval Number: F11780486S419/19©BEIESP | DOI: 10.35940/ijitee.F1178.0486S419
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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: Experimental investigations on model vertical and batter pile group in uniform sands are presented. Mild steel piles in two different medium of sand are used in this investigation. The tests are conducted on model steel pile installed in medium, and dense sand with L/d ratio is 18.75 and different batter angles of 0°, 10°, 20°, and 30°. These piles are constructed in sand and subjected to uplift loads of 60° inclination. It was found that the uplift capacity of vertical and batter piles under inclined pulls increased with increase in inclination of piles.it is also observed it a negative batter pile has greater uplift load than positive batter pile.
Keywords: Oblique Load, Batter Pile, Batter Angle, Sand.
Scope of the Article: Computational Techniques in Civil Engineering