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Bearing capacity of square footing on geogrid-reinforced loose sand to resist eccentric load
Joint Authors
al-Musawi, Musa J. Aziz
al-Saidi, Amal Abd al-Ghani Husayn
Jawad, Faris Walid
Source
Issue
Vol. 16, Issue 2 (30 Jun. 2010), pp.4990-4998, 9 p.
Publisher
University of Baghdad College of Engineering
Publication Date
2010-06-30
Country of Publication
Iraq
No. of Pages
9
Main Subjects
Earth Sciences, Water and Environment
Topics
Abstract AR
نستعرض هنا النتائج لدراسة مختبرية لتقدير قابلية التحمل لتربة رملية مفككة بعد تسليحها بال (geogrid) و قد تمت دراسة تأثير بعض العوامل لغرض الحصول على التصرف العام للتربة المحسنة بال (geogrid) و تشمل هذه العوامل قيمة انحراف الحمل عن المركز عمق الطبقة الأولى من التسليح، و المسافة العمودية بين طبقات التسليح، عدد طبقات التسليح و نوع طبقة التسليح.
و قد بينت النتائج أن نسبة التحسين قد وصلت إلى (22 %) لطبقة تسليح واحدة و (47.5 %) عند استخدام طبقتين من التسلح مع تغير انحراف الحمل عن المركز عندما تكون عمق أول طبقه و المسافة العمودية بين الطبقات مثبته لكل الفحوص (0.75B and 0.5B) على التوالي.
Abstract EN
This research presents and discusses the results of experimental investigation carried out on geogrids model to study the behavior of geogrid in the loose sandy soil.
The effect of location eccentricity, depth of first layer of reinforcement, vertical spacing, number and type of reinforcement layers has been investigated.
The results indicated that the percentage of bearing improvement a bout (22 %) at number of reinforced layers N = 1 and about (47.5 %) at number of reinforced layers N = 2 for different Eccentricity values when depth ratio and vertical spacing between layers are (0.5B and 0.75B) respectively.
American Psychological Association (APA)
al-Musawi, Musa J. Aziz& al-Saidi, Amal Abd al-Ghani Husayn& Jawad, Faris Walid. 2010. Bearing capacity of square footing on geogrid-reinforced loose sand to resist eccentric load. Journal of Engineering،Vol. 16, no. 2, pp.4990-4998.
https://search.emarefa.net/detail/BIM-288358
Modern Language Association (MLA)
Jawad, Faris Walid…[et al.]. Bearing capacity of square footing on geogrid-reinforced loose sand to resist eccentric load. Journal of Engineering Vol. 16, no. 2 (Jun. 2010), pp.4990-4998.
https://search.emarefa.net/detail/BIM-288358
American Medical Association (AMA)
al-Musawi, Musa J. Aziz& al-Saidi, Amal Abd al-Ghani Husayn& Jawad, Faris Walid. Bearing capacity of square footing on geogrid-reinforced loose sand to resist eccentric load. Journal of Engineering. 2010. Vol. 16, no. 2, pp.4990-4998.
https://search.emarefa.net/detail/BIM-288358
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 4998
Record ID
BIM-288358