道路施工中红土砂砾土的改良:花岗石粉部分替代水泥

Djomo AGRE SERAPHIN, Kouassi KOUAME ALFRED, Thieblesson LYDIE MARCELLE, Kouakou CONAND HONORE
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引用次数: 0

摘要

本研究的重点是恩杜西红土砾石,其物理性质不符合其用作道路基层的规格。因此,为了在道路建设中使用,花岗岩粉已经部分取代了水泥。进行了几项试验(粒度分析、化学分析、CBR和proctor试验、Atterberg极限等),以验证新材料的岩土和力学特性。研究表明,花岗石粉代替水泥改善了材料性能,即最佳干密度(CBR)。结果表明,最佳干密度为1.95%,含水率为12%。试验结果表明,在道路施工中,6%花岗岩粉配2%水泥的基层材料是比较理想的。然而,采用4%水泥和4%花岗岩粉的比例将是有用的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
IMPROVEMENT OF LATERITIC GRAVELLY SOILS IN ROAD CONSTRUCTION: PARTIAL SUBSTITUTION OF CEMENT BY GRANITE POWDER
This study focuses on the lateritic gravels of N'DOUCI whose physical properties do not meet the specifications for their use as a road base. Thus, for its use in road construction, a partial substitution of cement by granite powder has been made. Several tests (particle size analysis, chemical analysis, CBR and proctor tests, Atterberg limits, etc.) were carried out to verify the geotechnical and mechanical characteristics of the new material. This study showed that the addition of granite powder in place of cement improved the material properties, i.e. optimum dry density, CBR. The results show that the optimum dry density is 1.95% with a moisture content of 12%. Overall, the results obtained are satisfactory and show that a quantity of 2% cement for 6% granite powder is required for a base course material in road construction. However, it would be useful to use the proportions of 4% cement to 4% granite powder.
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