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Influence of defect in the concrete piles using non-destructive testing
Joint Authors
al-Shakarshi, Yusuf J.
al-Musawi, Musa
al-Saidi, Amal
Source
Issue
Vol. 13, Issue 3 (30 Sep. 2007), pp.1-13, 13 p.
Publisher
University of Baghdad College of Engineering
Publication Date
2007-09-30
Country of Publication
Iraq
No. of Pages
13
Main Subjects
Topics
Abstract AR
يستعرض هذا البحث النتائج للدراسة المختبرية التي أجريت على نماذج من ركائز خرسانية متضررة و دراسة تصرفها عند تعرضها للأحمال.
تم إنجاز ذلك من خلال الفحص غير الإتلافي بواسطة الموجات فوق الصوتية.
و قد بين النتائج بأن مقدار النقصان في معامل جساءة الركيزة (26%) عندما تزداد نسبة الضرر من (5%) إلى (15%).
كما أن عامل النقصان لمعامل المرونة إضافة إلى عامل النقصان بمعامل المرونة الديناميكي يزداد بزيادة نسبة الضرر.
Abstract EN
This paper presents the results of experimental investigation carried out on concrete model piles to study the behaviour of defective piles.
This was achieved by employing non-destructive tests using ultrasonic waves.
It was found that the reduction in pile stiffness factor is found to be about (26 %) when the defect ratio increased from (5 %) to (15 %).
The modulus of elasticity reduction factor as well as the dynamic modulus of elasticity reduction factor increase with the defect ratio.
American Psychological Association (APA)
al-Musawi, Musa& al-Shakarshi, Yusuf J.& al-Saidi, Amal. 2007. Influence of defect in the concrete piles using non-destructive testing. Journal of Engineering،Vol. 13, no. 3, pp.1-13.
https://search.emarefa.net/detail/BIM-340031
Modern Language Association (MLA)
al-Musawi, Musa…[et al.]. Influence of defect in the concrete piles using non-destructive testing. Journal of Engineering Vol. 13, no. 3 (Sep. 2007), pp.1-13.
https://search.emarefa.net/detail/BIM-340031
American Medical Association (AMA)
al-Musawi, Musa& al-Shakarshi, Yusuf J.& al-Saidi, Amal. Influence of defect in the concrete piles using non-destructive testing. Journal of Engineering. 2007. Vol. 13, no. 3, pp.1-13.
https://search.emarefa.net/detail/BIM-340031
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-340031