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Phosphogypsum, tropical soil and cement mixtures for asphalt pavements under wet and dry environmental conditions

机译:潮湿和干环境条件下沥青路面的磷酸缺口,热带土壤和水泥混合物

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摘要

Phosphogypsum (PG), a by-product of phosphoric acid, is sensitive to the variation in water content. Therefore, this paper aims to investigate the use of hemihydrate PG (HH) mixed with a fine lateritic soil (S) and cement (C) considering the mechanical and durability characteristics in wet and dry cycles. This study investigated hemihydrate PG (HH) produced in the laboratory using a thermal treatment process aiming its application in mixtures for asphalt pavement layers. The mixtures of soil with different contents of HH and cement were obtained based on previous studies and physical-chemical designs. The natural soil and mixtures were characterized by laboratory tests and compacted at a fixed energy and time after moistening (from 5-25 min). In order to carry out the durability tests, the mixtures were cured for 7 days in a wet chamber and then 12 cycles of wetting, drying and brushing were applied. Unconfined compression tests were performed after a 7-days curing process with and without immersion and after durability tests with 1, 6 and 12 cycles. The resilient modulus was found by dynamic triaxial testing for different curing times (0, 7 and 28 days) in a wet chamber. Scanning electron microscopy images were obtained to improve understanding on the changes in the behavior of the samples. Solubility tests were also performed considering soil and water quality. It is possible to conclude that the mixtures demonstrate technical viability for pavements, but solutions related to solubility must be considered to avoid environmental problems.
机译:磷酸缺口(PG),磷酸的副产物对水含量的变化敏感。因此,本文旨在研究与精细的横向土壤(S)和水泥(C)混合的半水合物PG(HH)考虑在湿和干循环中的机械和耐久性特性。该研究使用热处理方法研究了实验室中生产的半水合物PG(HH),其旨在其在沥青路面层的混合物中的应用。基于先前的研究和物理化学设计,获得了HH和水泥含量不同的土壤混合物。通过实验室试验表征天然土壤和混合物,并在润湿后的固定能量和时间(5-25分钟)压实。为了进行耐久性试验,将混合物在湿室中固化7天,然后施加12个润湿循环,干燥和刷涂。在7天的固化过程中进行无凝结的压缩试验,在没有浸没和耐久性测试后,用1,6和12次循环。通过动态三轴测试发现弹性模量,用于湿室中的不同固化时间(0,7和28天)。获得扫描电子显微镜图像以改善对样品行为的变化的理解。考虑到土壤和水质也进行溶解度试验。可以得出结论,混合物表现出用于路面的技术可行性,但必须考虑与溶解性相关的解决方案以避免环境问题。

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