Behavior of strip footing on reinforced sand slope
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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2015-02-01
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Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | http://journals.vgtu.lt/index.php/JCEM/article/view/2975 |