Behavior of Strip Footing on Reinforced Sand Slope
| Author(s): |
Enas B. Altalhe
Mohd Raihan Taha Fathi M. Abdrabbo |
|---|---|
| Medium: | journal article |
| Language(s): | Latvian |
| Published in: | Journal of Civil Engineering and Management, February 2015, n. 3, v. 21 |
| Page(s): | 376-383 |
| DOI: | 10.3846/13923730.2014.890646 |
| Abstract: |
This study evaluated the effects of single, double, and triple reinforcing layers on the bearing capacity ratio (BCR) of strip footing on a sand slope system. Seventy-two laboratory-loading tests were conducted on a stripfooting model on a reinforced sand slope. Moreover, this study illustrated the effects of the different parameters of two reinforcing layers on the bearing capacity of a double-reinforced sand slope. The BCR increased from 1.06 to 3.00 for single-reinforced slope soils, 1.09 to 7.73 for double-reinforced slope soils, and up to 8.00 for three-layered reinforced systems. For double-reinforced soil slopes, the most effective spacing between the two reinforcing layers is 0.3 B. |
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10354520 - Published on:
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13/08/2019
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