Dynamic Analysis and Comparative Study of Three Piles and Four Piles
Author(s):
Kushal M. Panchal , Saraswati College of Engineering, Kharghar, Navi Mumbai; Sunil M. Rangari, Saraswati College of Engineering, Kharghar, Navi MumbaiKeywords:
Group Piles, Pile cap, laterally loaded piles, STAAD Pro, Deflection, Axial force, Shear Force, Bending MomentAbstract:
This research works gives an idea about the behaviour of the pile foundation which are 3 piles, 4 piles, 3 piles arranged at triangular corners and 4 piles arranged at square corners, against the lateral load induced in this pile due to the dynamic effect of earthquake acting on this pile system. The pile foundation is assumed to be subjected below a bridge pier and enclosed within cohesion-less soil and soil properties are considered randomly and the load applied is using basic data and calculated using IRC 6, 2014. The models are analysed in the finite element method based software naming STAAD Pro. for deflection, axial force, shear force and bending moment for piles. It is observed that the piles arranged in series shows higher value of deflection, axial force, shear force and bending moment compare to non-series piles.
Other Details:
| Manuscript Id | : | J4RV5I1002 |
| Published in | : | Volume : 5, Issue : 1 |
| Publication Date | : | 01/04/2019 |
| Page(s) | : | 1-13 |
