NDLI: Analytical and numerical solution for interaction between batter pile group

Content Provider	Springer Nature Link
Author	Ghazavi, Mahmoud Ravanshenas, Pedram Lavasan, Arash Alimardani
Copyright Year	2014
Abstract	Vertical and inclined piles in a group may be used where large lateral loads are present. The effects of the presence of the receiver pile and batter angle on pile-soil-pile interaction has not yet been fully recognized. In the present study, a two pile group is considered to determine such interaction. For this purpose, a simple method in closed form solution is used to characterize the inclined and vertical isolated prismatic piles. The behavior of the soil and the pile are assumed to be elastic. The free field movement of the ground in the vicinity of the loaded pile (source pile) is determined and used to find its influence on the other pile located closely (receiver pile). Numerical analyses were also performed using FLAC$^{3D}$ to verify the data obtained from the developed analytical solution. The results gained from the developed analytical solution indicate that the presence of the neighboring pile is important, resulting in a lesser ground movement at the source pile head. Parametric studies have been carried out to determine the influence of contributing parameters such as pile-pile distance, group geometry, length of piles, and inclined angles.
Starting Page	2051
Ending Page	2063
Page Count	13
File Format	PDF
ISSN	12267988
Journal	KSCE Journal of Civil Engineering
Volume Number	18
Issue Number	7
e-ISSN	19763808
Language	English
Publisher	Korean Society of Civil Engineers
Publisher Date	2014-08-20
Publisher Place	Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	pile-soil-pile interaction elasticity theory inclined pile static loading analytical method numerical method FLAC$^{3D}$ Civil Engineering Industrial Pollution Prevention Geotechnical Engineering & Applied Earth Sciences
Content Type	Text
Resource Type	Article
Subject	Civil and Structural Engineering

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