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Comparison of single and group bored piles settlement based on field test and theoretical methods
Other Title(s)
مقارنة هبوط ركائز الحفر المفردة و المجتمعة على أساس الاختبار الحقلي و الطرق النظرية
Joint Authors
al-Kinani, Ali Majid
Ahmad, Mahmud Dhiyab
Source
Issue
Vol. 26, Issue 2 (29 Feb. 2020), pp.144-158, 15 p.
Publisher
University of Baghdad College of Engineering
Publication Date
2020-02-29
Country of Publication
Iraq
No. of Pages
15
Main Subjects
Topics
Abstract EN
Bored piles settlement behavior under vertical loaded is the main factor that affects the design requirements of single or group of piles in soft soils.
The estimation of bored pile settlement is a complicated problem because it depends upon many factors which may include ground conditions, validation of bored pile design method through testing and validation of theoretical or numerical prediction of the settlement value.
In this study, a prototype single and bored pile group model of arrangement (1*1, 1*2 and 2*2) for total length to diameter ratios (L/D) is 13.33 and clear spacing three times of diameter, subjected to vertical axial loads.
The bored piles model used for the test was 2000 mm in length, and 150 mm in diameter has been constructed in soft clayey soils.
Furthermore, different theoretical methods have been used for the estimation of bored pile settlement, such as Poulos and Vesic's methods and then their comparison with the pile load test data based on the quick pile load test as presented in (ASTM-D1143, 2007).
In general, the theoretical method for estimation the bored pile settlement by Poulos and Vesic's gives higher value of the settlement for the single and group bored pile compared to the pile settlement results obtained from field pile load test data.
Therefore, it is not recommended to be used for soft clayey soils.
On the other hand, Hansen’s 90% and Butler and Hoy’s results may be considered reliable interpretation method to compute the settlement of single and group bored pile.
American Psychological Association (APA)
al-Kinani, Ali Majid& Ahmad, Mahmud Dhiyab. 2020. Comparison of single and group bored piles settlement based on field test and theoretical methods. Journal of Engineering،Vol. 26, no. 2, pp.144-158.
https://search.emarefa.net/detail/BIM-938236
Modern Language Association (MLA)
al-Kinani, Ali Majid& Ahmad, Mahmud Dhiyab. Comparison of single and group bored piles settlement based on field test and theoretical methods. Journal of Engineering Vol. 26, no. 2 (Feb. 2020), pp.144-158.
https://search.emarefa.net/detail/BIM-938236
American Medical Association (AMA)
al-Kinani, Ali Majid& Ahmad, Mahmud Dhiyab. Comparison of single and group bored piles settlement based on field test and theoretical methods. Journal of Engineering. 2020. Vol. 26, no. 2, pp.144-158.
https://search.emarefa.net/detail/BIM-938236
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 157-158
Record ID
BIM-938236