瓦加杜古-东新机场城侧主干道水泥碎石加固红土及应用实例

Audrey Amadine Legma
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引用次数: 0

摘要

碎石稳定等创新技术提高了红土碎石筑路质量。我们的实验将不同百分比的破碎砾石与天然红土砾石混合。结果表明,添加25%和30%碎石的混合料具有优异的压实能,而添加20%碎石的混合料在密度、含水量和塑性方面均优于天然红土。加州承载比(CBR)值非常高,20%、25%和30%碎石混合物的承载比分别达到90%、95%和98%。这项研究展示了岩石稳定在加固红土砾石方面的潜力,产生弹性和持久的道路网络。
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 Soil Using Cement and Litho-Stabilization and Its Application Case of Main Road Artery on the City Side of the New Ouagadougou-Donsin airport
: Innovative techniques like litho-stabilization enhance the quality of lateritic gravel for road construction. Our experiment incorporated varying percentages of crushed gravel with native lateritic gravel. Results revealed that adding 25% and 30% crushed gravel achieved excellent compaction energy, while 20% crushed gravel mixture surpassed natural laterite in density, water content, and plasticity. California Bearing Ratio (CBR) values were notably high, reaching 90%, 95%, and 98% for 20%, 25%, and 30% crushed gravel blends. This research showcases litho-stabilization's potential in fortifying lateritic gravel, yielding resilient and long-lasting road networks.
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