Static Characteristics of Footings on Tire Shred-Reinforced Granular Trench
作者： Mahmoud Ghazavi , Abas Mohebi , Milad Namdari
DOI: 10.1007/S13369-016-2352-7
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摘要: The use of waste tire for improvement load-settlement behavior loose soil is interest to civil engineers. In recent decades, numerous investigations have been devoted the subject. results show that tires-reinforced can increase shear strength soils. aim this study discover optimum volume shreds randomly mixed in granular trench supporting shallow footings. For purpose, with size 0.2, 0.3, and 0.4 times footing width were used gravel. showed percent by 10–15. addition, increasing shreds, bearing capacity improves. Furthermore, improves further height shred-mixed zone trench.
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