Studying the settlement of backfill sandy soil behind retaining wall under dynamic loadsreham
Joint Authors
Hamdi, Riham E.
Aswad, Muhammad Faiq
Fattah, Muhammad Yusuf
Source
Engineering and Technology Journal
Issue
Vol. 38, Issue 7A (31 Jul. 2020), pp.992-1000, 9 p.
Publisher
Publication Date
2020-07-31
Country of Publication
Iraq
No. of Pages
9
Main Subjects
Earth Sciences, Water and Environment
Topics
Abstract EN
For a long time, the seismic examination of retaining walls has been contemplated by a few strategies dependent on the basic augmentation of Coulomb's limit equilibrium investigation.
These techniques cannot gauge the removal of the refill soil upheld by the wall.
A trial examination is completed to contemplate the vertical settlement on sandy soil under dynamic loads with other burden amplitudes, vibration frequencies, relative density, and various separations between the establishment and holding divider.
The model balance utilized in this investigation is square.
Dynamic burden test is done on cohesion less soil with three burden amplitudes (0.25 ton, 0.5 ton and 1 ton), three vibrationrecurrence (0.5 Hz, 1 Hz and 2 Hz), two density of sandy soil (30% loose sand and 70% dense sand) and three unique separations between the establishment and retaining wall.
It has been seen that the change is increment with the burden of abundance and decreased by increasing the separation between the establishment and retaining wall.
There is an unimportant result of recurrence on the aggregate settlement.
The settlement decrement by incrementing the relative basic augmentation of Coulomb's limit equilibrium investigation.
These techniques cannot gauge the removal of the refill soil upheld by the wall.
A trial examination is completed to contemplate the vertical settlement on sandy soil under dynamic loads with other burden amplitudes, vibration frequencies, relative density, and various separations between the establishment and holding divider.
The model balance utilized in this investigation is square.
Dynamic burden test is done on cohesion less soil with three burden amplitudes (0.25 ton, 0.5 ton and 1 ton), three vibrationrecurrence (0.5 Hz, 1 Hz and 2 Hz), two density of sandy soil (30% loose sand and 70% dense sand) and three unique separations between the establishment and retaining wall.
It has been seen that the change is increment with the burden of abundance and decreased by increasing the separation between the establishment and retaining wall.
There is an unimportant result of recurrence on the aggregate settlement.
The settlement decrement by incrementing the relative density.
American Psychological Association (APA)
Hamdi, Riham E.& Fattah, Muhammad Yusuf& Aswad, Muhammad Faiq. 2020. Studying the settlement of backfill sandy soil behind retaining wall under dynamic loadsreham. Engineering and Technology Journal،Vol. 38, no. 7A, pp.992-1000.
https://search.emarefa.net/detail/BIM-1236452
Modern Language Association (MLA)
Hamdi, Riham E.…[et al.]. Studying the settlement of backfill sandy soil behind retaining wall under dynamic loadsreham. Engineering and Technology Journal Vol. 38, no. 7A (2020), pp.992-1000.
https://search.emarefa.net/detail/BIM-1236452
American Medical Association (AMA)
Hamdi, Riham E.& Fattah, Muhammad Yusuf& Aswad, Muhammad Faiq. Studying the settlement of backfill sandy soil behind retaining wall under dynamic loadsreham. Engineering and Technology Journal. 2020. Vol. 38, no. 7A, pp.992-1000.
https://search.emarefa.net/detail/BIM-1236452
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 1000
Record ID
BIM-1236452