Triaxial strength of reinforced soil
Joint Authors
al-Ashu, M. O.
Ibrahim, S. F.
Salih, S. M.
Source
Mu'tah Journal for Research and Studies : Natural and Applied Sciences Series
Issue
Vol. 7, Issue 2 (31 Dec. 1992), pp.209-224, 16 p.
Publisher
Mutah University Deanship of Academic Research
Publication Date
1992-12-31
Country of Publication
Jordan
No. of Pages
16
Main Subjects
Abstract EN
The paper deals with the triaxial strength of reinforced soil.
Two types of reinforcements were used to reinforce focal river sand.
The behaviour of the sand and its improvement obtained by the addition of reinforcement were examined.
The effect of silt content on the strength was also investigated.
The results showed that the geosynthetic is more beneficial than the wiremesh reinforcement.
In both cases the degree of improvement was increased by increasing the number of reinforcing layers.
An optimum silt content of 25% was found useful! in increasing the strength of the soil.
American Psychological Association (APA)
al-Ashu, M. O.& Ibrahim, S. F.& Salih, S. M.. 1992. Triaxial strength of reinforced soil. Mu'tah Journal for Research and Studies : Natural and Applied Sciences Series،Vol. 7, no. 2, pp.209-224.
https://search.emarefa.net/detail/BIM-398407
Modern Language Association (MLA)
al-Ashu, M. O.…[et al.]. Triaxial strength of reinforced soil. Mu'tah Journal for Research and Studies : Natural and Applied Sciences Series Vol. 7, no. 2 (Dec. 1992), pp.209-224.
https://search.emarefa.net/detail/BIM-398407
American Medical Association (AMA)
al-Ashu, M. O.& Ibrahim, S. F.& Salih, S. M.. Triaxial strength of reinforced soil. Mu'tah Journal for Research and Studies : Natural and Applied Sciences Series. 1992. Vol. 7, no. 2, pp.209-224.
https://search.emarefa.net/detail/BIM-398407
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 216-224
Record ID
BIM-398407
