Rizgar A. Blayi , Bashdar Omer , Aryan Far H. Sherwani , Rawen M. Hamadamin , Hawnaz K. Muhammed
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However, the plasticity index (PI), linear shrinkage (LS), specific gravity, free swelling, compression index, and hydraulic conductivity decrease as the WA content increases up to 32 %. Incorporating WA into the CL results in an increasing trend in the optimum moisture content (OMC), while a decreasing trend is observed in the maximum dry density (MDD). The UCS and CBR exhibit remarkable enhancement with the addition of WA up to 24 %; beyond that limit, a subsequent decrease occurs in both parameters. In addition, the enhancement of the subgrade with a WA content of 24 % leads to a reduction in the thickness of the subbase layer by about 46 %. Moreover, a higher content of WA increases cohesion and friction angle significantly. 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引用次数: 0
摘要
本研究调查了木灰(WA)对低塑性粘土(CL)岩土力学行为的影响,旨在改善土壤性质,同时最大限度地减少对环境的影响。研究人员在天然土壤中添加了不同比例的木灰(按土壤干重计算分别为 0%、8%、16%、24% 和 32%),然后测试了它们的阿特伯格极限、比重、标准压实度、无侧限压缩强度 (UCS)、加州承载比 (CBR)、直接剪切强度、固结沉降和渗透性。结果表明,WA 含量越高,塑限(PL)和液限(LL)越高。然而,随着 WA 含量的增加,塑性指数 (PI)、线性收缩率 (LS)、比重、自由膨胀率、压缩指数和导水率都会降低,最高可达 32%。在 CL 中加入 WA 会导致最佳含水量(OMC)呈上升趋势,而最大干密度(MDD)则呈下降趋势。添加 WA 后,UCS 和 CBR 显著提高,最高可达 24%;超过这一限度后,这两个参数都会随之下降。此外,当 WA 含量为 24% 时,基层的增强会导致基层厚度减少约 46%。此外,较高的 WA 含量还能显著增加内聚力和摩擦角。因此,加入 24% 的 WA 可以实现粘土的最佳改良。
Geotechnical characteristics of fine-grained soil with wood ash
The study investigates the effect of wood ash (WA) on the geotechnical behavior of low-plasticity clay (CL) soil with the aim of improving soil properties while minimizing environmental impact. Various WA ratios (0 %, 8 %, 16 %, 24 %, and 32 % by the dry weight of the soil) were added to the natural soil and then tested for their Atterberg limits, specific gravity, standard compaction, unconfined compression strength (UCS), California bearing ratio (CBR), direct shear strength, consolidation settlement, and permeability. Results showed that a higher WA content increases the plastic limit (PL) and liquid limit (LL). However, the plasticity index (PI), linear shrinkage (LS), specific gravity, free swelling, compression index, and hydraulic conductivity decrease as the WA content increases up to 32 %. Incorporating WA into the CL results in an increasing trend in the optimum moisture content (OMC), while a decreasing trend is observed in the maximum dry density (MDD). The UCS and CBR exhibit remarkable enhancement with the addition of WA up to 24 %; beyond that limit, a subsequent decrease occurs in both parameters. In addition, the enhancement of the subgrade with a WA content of 24 % leads to a reduction in the thickness of the subbase layer by about 46 %. Moreover, a higher content of WA increases cohesion and friction angle significantly. Consequently, the optimal improvement of clay soil can be achieved by incorporating 24 % WA.