Subsoils made of cohesionless, water-logged and loose (Id < 0.33) soils may indicate the possibility of considerable soil settlements (failure to reach the 2nd 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 1st Ultimate Limit State). The issue of reinforcing cohesionless soil by compaction should be considered in terms of surface or deep compaction.
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