Abstract

The article analyzes a pile frame composed of two bored piles with a diameter of 40 cm. The frame is subjected to a horizontal force. Calculations in three different method are conducted – subgrade reaction approach, 2D plaxis and 3D plaxis, after which a comparison was made between the results of the individual methods. The aim is to see under what conditions a subgrade reaction method is suitable for use without moving away from sure side. Results were also obtained for the distribution of the value of the spring constant by depth, as well as values for the ratio between the resistance of the second and first pile. A proposal has been made for obtaining a p-curve that can be applied to any of the linear approximation methods.

Details

Title
Analysis of a two pile frame for a horizontal force
Author
Markov, Iliyan 1 

1  Chief Assistant Prof. Dr. Eng., Department of Geotechnics, University of Architecture, Civil Engineering and Geodesy (UACEG) , 1 Hristo Simirnenski Blvd., Sofia , Bulgaria 
First page
012007
Publication year
2023
Publication date
Dec 2023
Publisher
IOP Publishing
ISSN
17578981
e-ISSN
1757899X
Source type
Scholarly Journal
Language of publication
English
DOI
https://doi.org/10.1088/1757-899X/1297/1/012007
ProQuest document ID
2903915240
Copyright
Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.