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Experimental Study of a Strip Footing under Inclined and Eccentric Load on Geogrid Reinforced Sandy Soil

This study investigates the "bearing capacity" of a strip footing subjected to inclined and"eccentric load" on geogrid reinforced sandy soil by using physical modeling. The effect of each of the "depth ratio" of the first sheet of reinforcement, the vertical space ratio between consecutive sheets, n...

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Auteurs principaux: Jawdat K. Abbas, Mohammed A. Al-Zandi
Format: Artigo
Langue:Inglês
Publié: Tikrit University 2017-01-01
Collection:Tikrit Journal of Engineering Sciences
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Accès en ligne:http://www.tj-es.com/ojs/index.php/tjes/article/view/698
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