Open AccessA Review on Interaction Effect of Pile under Vertical Compression
Publication year - 2020
Publication title -
journal of science and technolgy
Language(s) - English
Resource type - Journals
ISSN - 2456-5660
DOI - 10.46243/jst.2020.v5.i3.pp91-100
Subject(s) - pile , settlement (finance) , foundation (evidence) , bearing capacity , geotechnical engineering , dynamic load testing , compression (physics) , structural engineering , load testing , bearing (navigation) , load bearing , engineering , computer science , materials science , geography , archaeology , composite material , artificial intelligence , world wide web , payment
The present theories and methods for design of the vertically loaded pile foundations generally providesthe overall values of bearing capacity and settlement characteristics for the pile groups. In every design criteria forvertically loaded pile system, there are some factors affecting on major scale such as bearing capacity, Settlement,skin friction etc. This review paper shows that the consequences of vertical load on pile foundation done by variousresearchers and from their results help in predicting the load–settlement behavior of vertically loaded pile and pilegroups. It is observed, when the group efficiency is close to unity, the variation between expected and observedbehavior of piles proves to be a positive approach towards the ultimate load. Hence, various researchers have testedand published their laboratory and theoretical values on load-settlement characteristics under the influence ofvertical load on pile foundation. This paper illustrates about comparison of various test results and their researchgap on consequences of vertically loaded pile foundation.