Technologie zagęszczania wgłębnego gruntów niespoistych

Subsoils made of cohesionless, water-logged and loose (Id < 0.33) soils may indicate the possibility of considerable soil settlements (failure to reach the 2^nd Ultimate Limit State). Another threat arising from low compaction of soil is the risk of soil bearing failure or liquefaction of soil due to dynamic loads (failure to reach the 1^st Ultimate Limit State). The issue of reinforcing cohesionless soil by compaction should be considered in terms of surface or deep compaction.