期刊名称:International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN:2347-6710
电子版ISSN:2319-8753
出版年度:2016
卷号:5
期号:4
页码:6313
DOI:10.15680/IJIRSET.2016.0504230
出版社:S&S Publications
摘要:In urban area where land is scarce and buildings are closely spaced, deep excavation for basementconstruction and other underground facilities like cut- cover tunnels are unavoidable.. As many high rise buildings aresupported on pile foundation, there is concern that lateral ground movement resulting from the soil excavation, mayadversely affect the nearby pile foundation systems. The lateral load imposed by the soil movements impose the bendingmoment and deflections in the pile, which may lead to structural distress and failure. This paper aims at investigating theeffect of excavation induced movements on the lateral deflection and bending moments on pile situated near theexcavation in layered soil.
关键词:Pile; Deep excavation; Side supported excavation; Layered soil.