Effect of Size of Model Pile Group Subjected to Eccentric and Inclined Loading

Authors

  • Chirag Patel Applied Mechanics and Structural Engineering Department, The Maharaja Sayajirao University of Baroda,
  • Dr. N.H. Joshi Applied Mechanics and Structural Engineering Department, The Maharaja Sayajirao University of Baroda,
  • Ms. Pooja Bhojani Applied Mechanics and Structural Engineering Department, The Maharaja Sayajirao University of Baroda,

Keywords:

Pile, Pile Group, Eccentricity of load, Inclination of load, Model study, Pile head displacement in direction of load, ultimate load, Ultimate Moment, Efficiency of Pile Group

Abstract

Pile foundation is used in many important structures and offshore structures. As we know, we normally design piles for axial forces but in some scenario we come across inclined or eccentric loads, for analysis which the current practice is to convert them in horizontal and vertical components or vertical load and moment. But from experiments we can see that this practice not exactly perfect solution. So in this investigation an effort is made to discover the effect of size of model pile group subjected to eccentric and inclined loading.

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Published

2018-08-22

How to Cite

Patel, C., Joshi, D. N. ., & Bhojani , M. P. (2018). Effect of Size of Model Pile Group Subjected to Eccentric and Inclined Loading. International Journal of Technical Innovation in Modern Engineering & Science, 4(8), 46–57. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/700

Issue

Vol. 4 No. 8 (2018): Vol. 4 No. 8: Volume 4 Issue 8 (August-2018)

Section

Articles