Abstract In this study, an experimental investigation has been conducted on a circular footing model subjected to eccentric load resting on the geonet-reinforced sand. To this end, five series of tests were carried out in order to evaluate the effect of reinforcement dimension and eccentricity on the bearing capacity, settlement, and rotation of the footing. Results show that the bearing capacity ratio (BCR) is in direct relationship with eccentricity and the impact of soil reinforcement at low settlements is much more significant in the case of eccentric loading. Additionally, the bearing capacity interaction diagram and variation in the position of rotation line at different load levels for reinforced and unreinforced conditions are presented.

中文翻译：

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偏心承载圆形基础模型在加筋砂上的性能试验研究

摘要 在这项研究中，对放置在土工网加筋砂上的受偏心荷载作用的圆形基础模型进行了实验研究。为此，进行了五个系列的试验，以评估钢筋尺寸和偏心距对基础承载力、沉降和旋转的影响。结果表明，承载力比（BCR）与偏心度直接相关，在偏心荷载的情况下，低沉降土壤加固的影响更为显着。此外，还给出了有钢筋和无钢筋条件下不同荷载水平下的承载力相互作用图和旋转线位置的变化。