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Mechanical Behavior Comparison of Cemented Sludge Reinforced by Waste Material and Several Crop Residues

机译:废料和几种农作物残渣增强水泥渣的力学行为比较

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A series of experiments including unconfined compression, permeability, and durability tests were performed to evaluate and compare the effect of different fiber materials on cemented sludge under the same mixing condition. The used fiber materials in the present work consisted of rice straw, corn silk, rice husk, and paper debris. The results showed that fiber materials improved compressive strength, anti-seepage capacity, and durability of cemented sludge. Namely, compressive strength of cemented sludge was improved from 70.4 kPa to 157.3 kPa, 180.8 kPa, and 228.1 kPa with respect to the addition of paper debris, corn silk, and rice straw. Nevertheless, the results of specimens reinforced by rice husk changed slightly as compared to that of cemented sludge in term of compressive strength. The addition of fiber materials decreased the hydraulic conductivity of cemented sludge from 22% to 73%. Besides, with rice straw, corn silk, and paper debris inclusion, specimens could survive after 10 cycles of drying and wetting, meanwhile, cemented sludge and rice husk reinforced cemented sludge were destroyed in the first cycle and fourth cycle, respectively.
机译:进行了一系列试验,包括无边压缩,渗透性和耐久性试验,以评估和比较在相同混合条件下不同纤维材料对水泥渣的影响。本工作中使用的纤维材料包括稻草,玉米丝,稻壳和纸屑。结果表明,纤维材料改善了水泥渣的抗压强度,抗渗能力和耐久性。即,相对于添加纸屑,玉米丝和稻草,水泥渣的抗压强度从70.4 kPa提高到157.3 kPa,180.8 kPa和228.1 kPa。然而,就抗压强度而言,用稻壳增强的标本的结果与水泥渣相比略有变化。纤维材料的添加使胶泥的水力传导率从22%降低到73%。此外,在包含稻草,玉米丝和纸屑的情况下,经过10个干燥和润湿循环后,标本可以幸存,同时,在第一循环和第四循环中分别破坏了水泥渣和稻壳增强水泥渣。

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