For example, the particle size of aggregate used in a semi-flexible pavement is shown in Table 1.4. Generally speaking, the void ratio of the mixture used in semi-flexible pavement is between 20% and 28%.
For example, the particle size of aggregates used on a semi-flexible road surface is shown in Table 1.4, and the clearance rate of the mixture used on a semi-flexible pavement is usually between 20% and 28%.
For example, the particle size of aggregate used in a semi flexible pavement is shown in table 1.4. Generally speaking, the void ratio of mixture used in semi flexible pavement is between 20% and 28%.<br>