Effective length of geogrid reinforcement layers under circular footing resting on sand
Author
Source
Engineering and Technology Journal
Issue
Vol. 34, Issue 9A (30 Sep. 2016), pp.7058-7068, 11 p.
Publisher
Publication Date
2016-09-30
Country of Publication
Iraq
No. of Pages
11
Main Subjects
Abstract EN
This investigation aims at finding the effective length of geogrid reinforcement layers under circular footing.
For this purpose xperimental models were used.
The effect of relative density of the sand and the depth of the footing on the effective length of geogrid reinforcement layer was studied.
Also the effect of the change in the length of reinforcement layers on the ultimate bearing capacity was investigated.
The results show that the length of reinforcement layers to diameter ratio of circular footing increased with decreasing relative density of the sand and is not affected by the change of the depth to diameter ratio of circular footing.
American Psychological Association (APA)
Abbas, Jawdat Kazim. 2016. Effective length of geogrid reinforcement layers under circular footing resting on sand. Engineering and Technology Journal،Vol. 34, no. 9A, pp.7058-7068.
https://search.emarefa.net/detail/BIM-723130
Modern Language Association (MLA)
Abbas, Jawdat Kazim. Effective length of geogrid reinforcement layers under circular footing resting on sand. Engineering and Technology Journal Vol. 34, no. 9A (2016), pp.7058-7068.
https://search.emarefa.net/detail/BIM-723130
American Medical Association (AMA)
Abbas, Jawdat Kazim. Effective length of geogrid reinforcement layers under circular footing resting on sand. Engineering and Technology Journal. 2016. Vol. 34, no. 9A, pp.7058-7068.
https://search.emarefa.net/detail/BIM-723130
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 7067-7068
Record ID
BIM-723130