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Performance assessment of pile embedded in expansive soil
Other Title(s)
تقييم أداء ركيزة في ترب انتفاخية
Joint Authors
al-Busuda, Bushra Suhayl
al-Anbary, Layth Abd al-Kazim
Source
al-Khwarizmi Engineering Journal
Issue
Vol. 12, Issue 2 (30 Jun. 2016), pp.1-9, 9 p.
Publisher
University of Baghdad al-Khwarizmi College of Engineering
Publication Date
2016-06-30
Country of Publication
Iraq
No. of Pages
9
Main Subjects
Abstract EN
An evaluation for the performance of model pile embedded in expansive soil was investigated program was planned to achieve the purpose of this research.
Therefore, special manufactured system was prepared for studying the behavior of model pile having different length to diameter ratios (L/D).
Two types of piles were used in this research, straight shaft and under reamed piles.
The effect of model pile type, L/D ratio and number of wetting drying cycles were studied.
It is observed that significant reductions in pile movement when under reamed piles were considered.
A proposed design charts was presented for straight shaft and under reamed piles to estimate the length of both types of piles that is required to exert minimized uplift pressure when the soil swells.
American Psychological Association (APA)
al-Busuda, Bushra Suhayl& al-Anbary, Layth Abd al-Kazim. 2016. Performance assessment of pile embedded in expansive soil. al-Khwarizmi Engineering Journal،Vol. 12, no. 2, pp.1-9.
https://search.emarefa.net/detail/BIM-697943
Modern Language Association (MLA)
al-Busuda, Bushra Suhayl& al-Anbary, Layth Abd al-Kazim. Performance assessment of pile embedded in expansive soil. al-Khwarizmi Engineering Journal Vol. 12, no. 2 (2016), pp.1-9.
https://search.emarefa.net/detail/BIM-697943
American Medical Association (AMA)
al-Busuda, Bushra Suhayl& al-Anbary, Layth Abd al-Kazim. Performance assessment of pile embedded in expansive soil. al-Khwarizmi Engineering Journal. 2016. Vol. 12, no. 2, pp.1-9.
https://search.emarefa.net/detail/BIM-697943
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 8
Record ID
BIM-697943