用于土壤稳定的材料的机械强度

Ana Maria Alves de Oliveira
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引用次数: 0

摘要

道路工程和其他土建工程涉及大量的材料和土的移动,这些材料可以通过最好地利用建筑工地本身的材料,通过改善从能够增加阻力的材料中获得的土壤的过程来最小化。这是因为,当土受到荷载作用时,它有变形的趋势,这种扰动改变了结构的荷载流,改变了工程中获得的努力值。基于这些原因,本工作的目的是分析用于改善和稳定土壤的材料的机械阻力。因此,了解了这一主题的谱系,本研究的目的是在文献中确定有利于土壤抗性遗传的一致处理。这是对科学数据来源:科学电子在线图书馆(SciELO)和Google Scholar进行的综合综述。对研究的搜索从2022年8月到12月进行。选择用于搜索数据的描述符为:道路工程、土壤改良和土壤稳定。科学文章的入选标准为:2001年至2017年发表的葡萄牙语文章;专著,论文,学位论文,可用的和完整的文章。排除标准为:数据库中重复文章的发表。为了实现土壤稳定,需要坚持许多问题,在研究中,其中之一是水泥在土壤稳定中表现出稳定的性能,根据DNIT,基层的SSI率达到80%以上。除了替代材料外,它们还提供了在基础和路基中的应用价值,当与污泥灰和石灰一起使用时,路基的ISC的优势容量为2%,达到了在基础中使用的指导方针。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MECHANICAL STRENGTH OF MATERIALS APPLIED IN SOIL STABILIZATION
Road works and other civil works involve large amounts of materials and earth movements that could be minimized with the best use of material from the construction site itself, through the process of improving the soil obtained from the union with materials able to add resistance. This is because, when the soil is loaded, it tends to deform and this disturbance alters the load flow of the structure, modifying the effort value achieved in the project. For these reasons, the objective of this work was to analyze the mechanical resistance of materials applied in the improvement and stabilization of soils. Therefore, knowing the lineage of this theme, this study was developed with the intention of identifying, in the literature, consistent treatments that favor the inheritance of soil resistance. This is an integrative review carried out on scientific data sources: Scientific Electronic Online Library (SciELO) and Google Scholar. Searches for studies were carried out from August to December 2022. The descriptors selected to search for data were: road works, soil improvement and soil stabilization. The inclusion criteria for the selection of scientific articles were: articles published from 2001 to 2017, in Portuguese; monographs, theses, dissertations, available and complete articles. Exclusion criteria were: publications of repeated articles in databases.To implement soil stabilization, many issues need to be persistent, in the study one of them was that the cement presents stable performance in soil stabilization, reaching SSI rates above 80% for base according to DNIT. As well as the alternative materials, they present the values for application in base and subgrade, with the superior capacity of 2% of ISC for the subgrade when applied with sludge ash and lime reaching the guidelines for use in the base.
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