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Performance Study of Square Footing Resting Over Geo-Grid Reinforced Sand

机译:土工格栅加筋地基上立足的性能研究

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Decreasing availability of good construction sites and increasing construction activities for infrastructural developments throughout the world has forced the civil engineers to utilize unsuitable sites or weak soil. So for sustainable infrastructural development, there is a need to utilize these type of unsuitable land by the use of ground improvement techniques. There are different ground improvement techniques to stabilize the poor ground in which soil reinforcement is an effective and reliable technique. The objective of the present study was to determine the effects of the geo-grid reinforcement on the bearing capacity of sand. The model tests have been conducted using square footing at u/B=0.25 & 0.55...........
机译:优质建筑工地的减少和全世界基础设施发展的建筑活动的增加,迫使土木工程师利用不合适的场地或薄弱的土壤。因此对于可持续的基础设施发展,需要通过使用地面改良技术来利用这些类型的不合适土地。有多种不同的地面改良技术可用来稳定贫瘠的土地,其中土壤加固是一种有效而可靠的技术。本研究的目的是确定土工格栅加固对砂土承载力的影响。使用u / B = 0.25和0.55 ........的平方根进行模型测试。

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