Research Article

Discrete Simulation of Vibratory Roller Compaction of Field Rockfills

Table 2

Field experiments of the vibratory roller compaction of field rockfills in the Shui Buya Project.

RockfillQuarry blasted limestone

Pavement thickness (mm)600, 800, 100
Roller typeTractor-pulled rollers: YZT16, YZT18
Total number of passes8
Water content (%)0,10,15,25