Research Article

Experimental Study on Consolidation Characteristics of Compacted Loess

Figure 9

curve at E3 = 2169.0 kJ/m3. (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)