替代粘结剂的使用:胶乳含量对用生胶乳稳定红土物理力学性能的影响

K. C. Kouadio, Owochi Quentin Aristide Offo, C. H. Kouakou, E. Eméruwa
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引用次数: 2

摘要

使用0%至30%的生橡胶胶乳含量来稳定红土样品,以提供水泥稳定的替代方案。这些样品进行了物理测试(耐水性测试、吸收测试)和机械测试(干抗压强度测试)。结果表明,由乳胶含量低于15%制成的样品完全溶解在水中。因此,用这些内容物制作样品是不可能的。生胶含量为15%或以上的样品在耐水性试验后是稳定的。这些样品的吸收率随着胶乳含量的增加而降低。它从15%的样本的14.45%上升到30%的样本的5.87%。因此,抗压强度测试表明,不含乳胶的样品的阻力从0.37MPa增加到30%乳胶含量的样品的3.15MPa。此外,流变学研究表明,当乳胶含量增加时,样品从脆性行为转变为塑性行为。根据这些不同的测试,样品的性能表明,这种材料可以用于几个活动领域,如建筑、道路建设和运动区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Use of Alternative Binder: Influence of Latex Content on Physical and Mechanical Properties of Laterite Stabilized with Raw Rubber Latex
Raw rubber Latex contents, from 0% to 30% were used to stabilize lateritic samples to provide an alternative to cement stabilization. These samples were submitted to physical tests (water resistance test, absorption test) and mechanical tests (dry compressive strength test). The results indicate that samples made of latex content less than 15% dissolve completely into water. So it was impossible to make sample with these contents. Samples with 15% of raw rubber content or more are steady after water resistance test. The absorption rate of these samples decreases as the latex content increases. It goes from 14.45% for the samples at 15% to 5.87% for those at 30%. Therefore, the compressive strength test indicates that the resistance increases from 0.37 MPa for samples without latex to 3.15 MPa for those at 30% of latex content. Also, the rheological study shows that the samples pass from a brittle behaviour to a plastic behaviour when the latex content increases. The behaviour of the sample according to these different tests shows that this material can be used in several activity areas, such as construction, road building and sports area.
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