Experimental Study on Consolidation Characteristics of Compacted Loess

Figure 3

Strain-time curve with different vertical stress and compaction energies. (a) Vertical stress σ = 500 kPa. (b) Vertical stress σ = 1000 kPa. (c) Vertical stress σ = 1500 kPa. (d) Vertical stress σ = 2000 kPa.

(a)

(b)

(c)

(d)