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Estudo da durabilidade de misturas solo-RBI grade 81 com vistas à aplica??o em estradas florestais e camadas de pavimentos convencionais

机译:Solo-RBI电网混合81的耐久性,以适用于森林道路和常规地板层的研究

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This paper addresses the characterization of three soil-RBI Grade 81 mixtures for road engineering applications using laboratory testing data from wetting and drying durability tests. One mature (soil 1) and two young (soils 2 and 3) gneiss residual soils from the Zona da Mata Norte de Minas Gerais, Brazil, were used throughout the study. The laboratory testing program comprised the following steps: (i) RBI Grade 81 content: 6% regarding soil dry mass; (ii) compaction efforts: Standard, Intermediate and Modified Proctor; (iii) mixture specimens curing time: 7 days in acclimatized room. The testing program data supported that: (i) only tested mixtures of soils 1 and 3 compacted at the Intermediate compaction effort, and of soils 2 and 3 compacted at the Modified compaction effort endured all cycles in the durability test; (ii) mixture specimens of soil 3 compacted at the Modified Proctor compaction effort presented lower mass losses in the durability test (under 13%); (iii) from durability testing data standpoint, soil-RBI Grade 81 mixtures are regarded as potential road engineering materials.
机译:本文使用实验室检测数据从润湿和干燥耐久性测试的润湿和干燥耐久性测试,解决了三种土壤-RBI级81级混合物的表征。一项成熟(土壤1)和两名年轻(土壤2和3)巴西Zona da Mata Norte De Minas Gerais的Gneiss残留土壤。实验室检测程序包括以下步骤:(i)RBI级81级含量:6%关于土壤干料; (ii)压实力量:标准,中级和修改的Proctor; (iii)混合物固化时间:适应室内7天。测试程序数据支持:(i)仅在中间压实工作中压实的土壤1和3的测试混合物,并且在改进的压实工作中压实的土壤2和3在耐久性测试中覆盖了所有循环; (ii)在改进的标纹压实工作中压实的土壤3的混合物在耐久性试验中呈现较低的质量损失(13%以下); (iii)从耐久性测试数据角度来看,土壤-RBI级混合物被认为是潜在的道路工程材料。

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