Figure 17. Use of mixtures in the pavement layers according to the CBR, plasticity index and sand equivalent

From

Evaluation of the Effect of Changes in the Distribution of Particle Size Fractions on the Mechanical Properties of the Lateritic Gravelly-limestone (0/31.5) Mixture

Sorel Gael Dzaba Dzoualou, Louis Ahouet, Sylvain Ndinga Okina, Mang Egrik P. W. O. Nkembo

American Journal of Civil Engineering and Architecture. 2023, 11(2), 52-63 doi:10.12691/ajcea-11-2-4