Effectiveness of Alccofine, Zycobond, and Terrasil as Clayey Soil Stabilizer: A review

Anhar Yousuf Wani, Shamshad Alam
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Abstract

Since the last two decades, India has seen a significant increase in infrastructure development, which has resulted in a rapid increase in pavement construction and structural foundation. Pavements and foundations for structures are generally laid on the soft ground during this process which is highly unfavorable for construction. Clayey soil is a difficult soil to work with because it is cohesive, highly unstable, and prone to volumetric shrinkage, has low shear strength, and is susceptible to moisture. The CBR of these subgrade soils is too low, causing the thickness of the pavement laminas to increase. It creates an undesirable requirement for usage of large number of natural resources. A cost-effective solution would be to convert locally available difficult soil into suitable construction material. So, first method is to ameliorate the properties of the available soil so as to meet the requirements, a process known as soil stabilization. The current study's scope is limited to investigating, the techniques of the stabilization process with respect to the CBR values as the CBR is the most important factor in determining the base material quality for the said purpose. This study compares results from different experiments conducted at different researchers. The effect of Zycobond and Terrasil in combination with Alccofine on clayey soil in various ranges was explored in this paper.
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Alccofine、Zycobond 和 Terrasil 作为粘土稳定剂的功效:综述
自过去二十年以来,印度的基础设施建设大幅增加,导致路面施工和结构地基迅速增加。在此过程中,人行道和结构地基一般都铺设在对施工非常不利的松软地面上。粘性土是一种难以施工的土壤,因为它具有粘性、极不稳定、易发生体积收缩、抗剪强度低、易受潮等特点。这些基层土的 CBR 太低,会导致路面层的厚度增加。这对使用大量自然资源提出了不可取的要求。一个经济有效的解决方案是将当地现有的难处理土壤转化为合适的建筑材料。因此,第一种方法是改善现有土壤的性质,以满足要求,这一过程被称为土壤稳定化。本研究的范围仅限于调查与 CBR 值有关的稳定化过程技术,因为 CBR 是决定上述目的的基础材料质量的最重要因素。本研究比较了不同研究人员的不同实验结果。本文探讨了 Zycobond 和 Terrasil 与 Alccofine 结合使用对不同范围粘土的影响。
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