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Influence of Waste Tire Chips on Strength Characteristics of Soils

Influence of Waste Tire Chips on Strength Characteristics of Soils
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摘要 An experimental study was conducted to investigate the effect of waste tire chips on the strength characteristics of two soils. A cohesive clayey silt soil and a cohesionless free sand soil were used. A program of standard Proctor tests, unconfined compression tests and California bearing ratio tests was carried out on specimens of the cohesive soft-tire mixtures, by varying tire chips content from 5% to 20% by weight of the soil. Vibratory compaction tests and direct shear tests were conducted on the cohesioliless soft-tire mixtures by adding tire chips varying from 10% to 50% by weight. The results showed that 13% and 30% chip contents, respectively by weight, were optimum for composite strength of the two reinforced soil mixtttres.
作者 Baleshwar Singh Valliapan Vinot
机构地区 Department of Civil Engineering
出处 《Journal of Civil Engineering and Architecture》 2011年第9期819-827,共9页 土木工程与建筑（英文版）
关键词 Soil-tire mixtures unconfmed compressive strength California bearing ratio direct shear strength. 废旧轮胎 强度特性 芯片 无侧限抗压强度试验 直接剪切试验 振动压实试验 试验方案 加州承载比
分类号 TU432 [建筑科学—岩土工程] X783.3 [环境科学与工程—环境工程]
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参考文献10

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Journal of Civil Engineering and Architecture
2011年 第9期

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